The Introduction of Dynamic Features in a Random-Utility-Based Multiregional Input-Output M
2020年广州市第六十五中学高三英语下学期期中试题及答案

2020年广州市第六十五中学高三英语下学期期中试题及答案第一部分阅读(共两节,满分40分)第一节(共15小题;每小题2分,满分30分)阅读下列短文,从每题所给的A、B、C、D四个选项中选出最佳选项AIf you are planning to visit the historic capital city of Scotland, Edinburgh, a travel destination that people crowd to from around the world, and want to attend one Festival while you are there, keep on reading to discover more information.AKA. Imaginate Festival When: 22 May – 2 June 2021Where: Traverse Theater, Assembly RoxyA festival where kids take overEdinburgh. With a whole range of free pop-up performances, take your kids to see some of the most inspiring theatre and dance from a whole range of talented performers.EdinburghInternational Film Festival When: 19 June – 29 June 2021Where: Film House, Festival TheaterOriginally the very best in international film, it was established in 1947. The dynamic programme features everything from documentaries to shorts, along with a range of experimental cinema, in an attractive setting with a spray of red carpet charm.EdinburghArt Festival When: 25 July – 25 August 2021Where: City ArtCenter, The Scottish GalleryWith over 40 exhibitions to attend, the Edinburgh Art Festival is theUK’s largest visual arts event where you can see everything from historical works to contemporary masterpieces.The RoyalEdinburghMilitary Tattoo When: 2 – 24 August 2021Where:EdinburghCastleWith a different theme every year, over 200,000 visitors crowd toEdinburghto see the military bands and the symbolic piper set against the backdrop ofEdinburghCastle.1. Who is the AKA. Imaginate Festival intended for?A. Children.B. Talented performers.C. Parents.D. Dancers.2. What’s special about Edinburgh Art Festival?A. It includes all forms of arts.B. It is about great works in history.C. It is the largest festival in the world.D. It lasts for the longest time.3. Which Festival offers performances by soldiers?A. Edinburgh Art FestivalB. AKA. Imaginate FestivalC. The RoyalEdinburghMilitary TattooD.EdinburghInternational Film FestivalBOur house was across the street from a big hospital so we rented our spare upstairs room to outpatients (门诊病人). One evening, there was a knock at the door. I opened it to see a truly sick-looking man.His face looked terrible — it was swollen and red. Yet his voice was pleasant. He told me that he came for treatment and that he’d been hunting for a spare room since noon, but no one would give him one. “I guess it’s my face...”For a moment, I hesitated, but his next words convinced me: “I will sleep in this rocking chair on the porch. My bus leaves early in the morning.”The old man had a huge heart inside his tiny body. He told me that he fished for a living to support his daughter, his daughter’s five children and her disabled husband.He didn’t complain while telling me his story. He was grateful that no pain accompanied his disease, which was seemingly a form of skin cancer.The next morning, he said, “Can I come back and stay next time I need treatment?” I told him he was welcome to come again.On his next trip, as a gift, he brought a big fish and some large oysters (牡蛎). In the years that he stayed with us, there was never a time that he did not bring us gifts like these.My neighbour warned me that I could lose potential renters after the old man left.Maybe we did lose renters once or twice. But if they had known him, perhaps their illnesses would have been easier to bear. I know our family will always be grateful to have known him. From him, we learned what it was to accept the bad without complaint and the good with gratitude.4. Why did the author let the old man stay after hesitation?A. The old man looks terrible and frightening.B. The old man is pitifully undemanding.C. The old man could’t rent room from others.D. The old man talked happily with the author.5. Which of the following shows the old man had a big heart?A.He had a large family to raise.B. He could sleep in a rocking chair.C. He did’t care about his disease.D. He wanted to come back and stay the next time.6. What can we learn about the author from the last two paragraphs?A. He was grateful for the neighbour’s warning.B. He and his neighbor are good friends.C. He truly appreciated the old man.D. He lost potential renters happily.7. What can be a suitable title for the text ?A. Kindness makes the world beautiful.B. Happiness is around thecorner.C. No pains, No gains.D. Live positively.CAvi Loeb, a scientist, believes that we are not alone in the universe. The belief fits withLoeb's alien spaceship theory that at least one alien spaceship might be flying over the orbit of Jupiter, which won the international attention last year.Astronomers inHawaiifound the first known interstellar object in late 2017. It was a bit of light moving so fast past the sun that it could only have come from another star. Almost every astronomer on the planet was trying to figure out how the object, called “Oumuamua” got to our far-away part of the Milky way galaxy. “One possibility is that ‘Oumuamua’ is debris from an advanced technological equipment,” Loeb said. “Technology comes from another solar system just showed up at our door. ”“‘Oumuamua’ is not an alien spaceship,” Paul Sutter, another scientist wrote. He suggested Loeb was seeking publicity. Most scientists think “Oumuamua” is some sort of rock. They think it could be an icy wandering comet.Loeb says that “Oumuamua's” behavior means it can't be a block of rock shaped like a long photo. He thinks it's more likely an object that's very long and thin, perhaps like a long pancake or a ship's sail. Loeb says that if someone shows him evidence thatcontradictshis beliefs, he will immediately give in.Loeb believes himself a truth-teller and risk-taker in an age of very safe, too-quiet scientists. “The worst thing that can happen to me is that I would be relieved of my management duties, and that would give me even more time to focus on science,” Loeb says. He said he wouldn't mind giving up all the titles he had and returning to the Israeli farming village where he grew up.8. What does Loeb say about “Oumuamua”?A. It is an icy comet.B. It looks like a long photo.C. It is actually some sort of rock.D. It may come from another alien civilization.9. What does the underlined word “contradicts” in paragraph 4 probably mean?A.Goes against.B. Relies on.C. Turns to.D. Searches for.10. What do you think of Loeb?A. He is foolish.B. He is unsatisfied with his titles.C. He is a firm believer in scientific truth.D. He is uncertain about his career future.11. What's the best title for the text?A. Have Aliens Paid a Visit in Spaceships?B. Do We Really Know about Space Theory?C. Scientists Are Working on High TechnologyD. Astronomers Are Encouraging Space TravelDMy wife and I recently completed a day-long tour of the Great Wall with Jessie. In addition to being very knowledgeable about the history of theareas that we toured, she spoke excellent English and was able to answer all of our questions. Her driver was very experienced and polite, and we really enjoyed being able to have a customized tour that avoided the tourist traps and forced shopping that seem to be a part of the larger group tours.The attractions themselves were fantastic. I was a little worried that the snowy weather might impact our trip to the Great Wall, but everything went fine, and there weren’t many people out at all that day. I suggest wearing strong shoes—the Great Wall is really a hike. And in snowy or rainy days, the surfaces are pretty slippery (滑的)! Seeing this area in winter was really unique, and the snow made for great pictures. Jessie kept us entertained with stories and facts about the construction of the Wall, and always pointed out great spots for taking pictures. Even though she’s in fantastic shape, she cared about our level of fitness and often stopped to let us catch our breath.When we got back to our hotel, Jessie gave us a great recommendation for dinner and some tips for our planned stops the next day. If I find myself in Beijing in the future, I will certainly be contacting Jessie for more tour opportunities, and I’ve already recommended her to some friends who are visiting the area later in the year. Ican’t say enough about how kind and knowledgeable she was, and she really gave us a great tour experience.12. What can we infer about Jessie?A. She is a tour advisor.B. She is a tour guide.C. She is a foreign traveler.D. She is a skilled driver.13. When did the writer visit the Great Wall?A. In spring.B. In summer.C. In autumn.D. In winter.14. What did the writer think of his tour?A. Adventurous.B. Disappointing.C. Satisfactory.D. Improvable.15. What is the probable title for the text?A. A Wonderful Tour Day with JessieB. An Extraordinary Tour CompanyC. The Great Wall, an Excellent AttractionD. Jessie, a Kind and Knowledgeable Guide第二节(共5小题;每小题2分,满分10分)阅读下面短文,从短文后的选项中选出可以填入空白处的最佳选项。
基于前景理论的应急方案动态调整方法研究

M = (M1 , M2 , · · · , Mn ): Mj 表示情景Aj 出现后
造成的财产损失数量, 类似地, Mj 也采用区间数值
L H H L 形式进行表示, 即Mj = [Mj , Mj ], Mj ≥ Mj ≥ 0,
j = 1, 2, · · · , n. DR 、M R 、C R : 分 别 代 表 决 策 者 心 理 预 期 的
1, 2, · · · , m; j = 1, 2, · · · , n. w = (w1 , w2 ): 分别表示人员伤亡和财产损失的
权重(重要性程度). 权重w = (w1 , w2 )一般由决策者直 接给出, 且满足w1 + w2 = 1, 0 ≤ w1 , w2 ≤ 1.
2 原理与方法介绍
当某突发事件发生时, 及时、有效地控制事态的 发展, 最小化生命、财产损失是应急响应的基本出发 点和首要任务. 所以, 当出现某突发情景时, 决策者如 何在第一时间内及时、有效地做出响应, 为成功处置 突发事件打下坚实的基础显得十分重要. 根据文章第二部分“问题描述”中“本文需要解决 的问题”可知, t1 时刻所启动的应急方案的执行效果直 接影响到tr+1 时刻决策者的进一步措施, 此处不再赘 述. 下面主要对tr+1 时刻的方案调整所(项目编号: 70925004); 国家自然科学基金(项目编号: 71371053). 作者简介: 王亮(1987−), 男, 博士研究生, 从事应急决策, 决策理论与方法研究; 王应明(1964−), 男, 教授, 博士生导师, 从事决策理论与方法研究; 胡勃兴(1987−), 男, 助教, 从事飞行训练, 应急决策研究.
后, 可能出现的全部情景所组成的集合, 其中Aj 代表 第j 个突发事件可能引起的情景, j = 1, 2, · · · , n.
今年的工作汇报计划英语

今年的工作汇报计划英语Outline:I. IntroductionA. Greeting and purpose of the reportB. Overview of the reporting periodII. Achievements and MilestonesA. Key objectives set at the beginning of the yearB. Progress and accomplishments in each objectiveC. Recognition of team members' contributionsIII. Challenges and Lessons LearnedA. Major obstacles encounteredB. Strategies implemented to overcome these challengesC. Insights gained from these experiencesIV. Financial PerformanceA. Revenue and profitability analysisB. Cost control measures and efficiency improvementsC. Comparison with industry benchmarksV. Departmental UpdatesA. Achievements and progress of each departmentB. Collaboration efforts and crossfunctional projectsC. Key personnel changes and team developmentVI. Market Trends and Competitive AnalysisA. Overview of market conditions and industry trendsB. Positioning of the company within the marketC. Analysis of competitors and their performanceVII. Future Outlook and Strategic InitiativesA. Goals and objectives for the upcoming yearB. Strategic plans and initiatives to achieve these goalsC. Potential risks and mitigation strategiesVIII. ConclusionA. Summary of the year's performanceB. Appreciation to all stakeholdersC. Call to action for the upcoming yearPlease find below the first part of the work report:I. IntroductionA. Greeting and purpose of the reportLadies and gentlemen, esteemed colleagues, and esteemed stakeholders, I present to you the annual work report for this year. The purpose of this report is to provide a comprehensive overview of our achievements, challenges, financial performance, and strategic initiatives throughout the year. It aims to outline the progress we have made and set the stage for the upcoming year's goals and objectives.B. Overview of the reporting periodThe reporting period covers the duration from January 1st to December 31st of this year. It has been a year marked by significant changes, both within our organization and in the external business environment. Despite the challenges faced, we have(strived to maintain our growth momentum and deliver value to our customers, employees, and shareholders.II. Achievements and MilestonesA. Key objectives set at the beginning of the yearAt the start of the year, we established several key objectives to drive our company's growth and success. These objectives encompassed various aspects, including revenue targets, market expansion, product development, and operational efficiency.B. Progress and accomplishments in each objective1. Revenue targets: We are pleased to report that we have exceeded our revenue targets for the year, achieving a yearonyear growth of XX%. This success is attributed to the collective efforts of our sales, marketing, and customer service teams.2. Market expansion: Through strategic partnerships and aggressive market penetration, we have successfully expanded our presence in key 地理 markets, including North America, Europe, and Asia Pacific.3. Product development: Our R&D team has launched severalinnovative products this year, receiving positive feedback from customers and industry experts. These new products have contributed to an XX% increase in our product portfolio.4. Operational efficiency: By implementing lean management practices and optimizing our supply chain, we have improved operational efficiency by XX%. This has resulted in cost savings and enhanced customer satisfaction.C. Recognition of team members' contributionsThe achievements mentioned above would not have been possible without the dedication and hard work of our team members. I would like to take this opportunity to recognize and appreciate each and every one of you for your invaluable contributions to the company's success. Your commitment and passion are the driving forces behind our accomplishments.To be continued:III. Challenges and Lessons LearnedA. Major obstacles encounteredIn the course of the year, we faced several significant challenges that tested our resilience and adaptability. The economic downturn, coupled with the global health crisis, presented unprecedented difficulties in the marketplace. Supply chain disruptions, travel restrictions, and shifts inconsumer behavior all posed threats to our business operations.B. Strategies implemented to overcome these challengesTo navigate through these rough waters, we adopted a variety of strategies. We invested in diversifying our supply chain to reduce dependency on singlesource suppliers, which helped mitigate the impact of disruptions. Additionally, we quickly transitioned to remote work arrangements, ensuring business continuity while prioritizing the health and safety of our employees. We also leveraged digital tools and platforms to maintain communication and collaboration across teams.C. Insights gained from these experiencesThe challenges we faced have provided us with valuable insights. We have learned the importance of agility and innovation in the face of adversity. The need for robust digital infrastructure and a skilled remote workforce has become clearer than ever. These lessons will inform our strategic planning and decisionmaking in the future.IV. Financial PerformanceA. Revenue and profitability analysisDespite the challenges, we are proud to report a positive financial performance for the year. Our revenue growth outpaced the industry average, and we achieved a profit margin that exceeded our projections. This success is a testament to the effective cost management and revenue generation strategies implemented acrossthe organization.B. Cost control measures and efficiency improvementsWe have implemented stringent cost control measures without compromising on the quality of our products and services. Through efficient resource allocation and process improvements, we have reduced unnecessary expenses and improved our bottom line. Our focus on lean principles has led to a more streamlined operation and a stronger financial position.C. Comparison with industry benchmarksOur financial performance stands out when compared to industry benchmarks. We have outperformed our competitors in key financial metrics, positioning us as a leader in the market. This is a direct result of our commitment to excellence and our ability to adapt to the changing business landscape.V. Departmental UpdatesA. Achievements and progress of each departmentEach department has made significant strides towards achieving their individual goals. Our sales department has successfully penetrated new markets and secured strategic partnerships. The marketing department has effectively enhanced our brand visibility, leading to increased customer engagement. The product development team has not only launched innovative products but also improved existing offeringsbased on customer feedback.B. Collaboration efforts and crossfunctional projects Crossfunctional collaboration has been a key focus area for us this year. We have initiated several projects that bring together teams from different departments, fostering a culture of cooperation and innovation. These efforts have resulted in more cohesive strategies and a unified approach towards problemsolving.C. Key personnel changes and team developmentWe have seen some key personnel changes this year, with new leadership taking over critical roles. These changes have brought fresh perspectives and renewed energy to the team. We have also invested in training and development programs to enhance the skills of our employees, ensuring they are equipped to handle future challenges.To be continued:VI. Market Trends and Competitive AnalysisA. Overview of market conditions and industry trendsThe market conditions this year have been dynamic and challenging. The industry has seen rapid technological advancements, shifting consumer preferences, and increased competition. Digital transformation has been a key trend, with companies investing heavily in AI, IoT, and cloud technologies to stay ahead. Additionally,sustainability and social responsibility have become important factors influencing consumer choices and business strategies.B. Positioning of the company within the marketOur company has strategically positioned itself to capitalize on these trends. We have embraced digital transformation by integrating cuttingedge technologies into our operations and product offerings. Our commitment to sustainability has also been a differentiator, helping us attract environmentally conscious customers and gain a competitive edge.C. Analysis of competitors and their performanceWe have closely monitored the performance of our competitors to understand our market position. While some have struggled to adapt to the changing landscape, others have made significant strides. Our competitive analysis has revealed areas where we can further improve our products and services. We have identified opportunities to differentiate ourselves through superior customer service, product innovation, and strategic partnerships.VII. Future Outlook and Strategic InitiativesA. Goals and objectives for the upcoming yearLooking ahead, we have set ambitious goals for the upcoming year. We aim to achieve a XX% increase in revenue by entering new markets and expanding our product lines. We also plan to enhance our operationalefficiency by an additional XX% through continuous process improvements and technology adoption.B. Strategic plans and initiatives to achieve these goalsTo achieve these goals, we have developed a series of strategic initiatives. We will invest in research and development to accelerate product innovation and maintain our technological leadership. We will also focus on strengthening our digital marketing efforts to increase brand awareness and attract new customers. Collaborative partnerships and strategic alliances will be key to our market expansion plans.C. Potential risks and mitigation strategiesWe recognize that the business environment is fraught with risks. Economic uncertainties, regulatory changes, and competitive threats are among the challenges we may face. To mitigate these risks, we will diversify our revenue streams, maintain a robust financial cushion, and stay agile in our decisionmaking processes. We will also continue to monitor market trends and adjust our strategies accordingly.VIII. ConclusionA. Summary of the year's performanceIn summary, this year has been a testament to the resilience and innovation of our organization. Despite the challenges, we have achieved remarkable success in revenue growth, market expansion, and product development. Our financial performance is a reflection of ourcommitment to efficiency and customer satisfaction.B. Appreciation to all stakeholdersI would like to express my deepest gratitude to all our stakeholders, including our employees, customers, suppliers, and investors. Your support and trust in our company have been instrumental in our success.C. Call to action for the upcoming yearAs we move forward, we must continue to embrace change, innovate, and collaborate. The upcoming year presents new opportunities for growth and success. I urge each and every one of us to remain focused, committed, and adaptable as we strive to achieve our goals and take our company to new heights.This concludes our annual work report. Thank you for your attention and dedication throughout the year. Together, we will continue to build a brighter future for our organization.。
AT2005USB Cardioid 动态 USB XLR 麦克风使用手册说明书

AT2005USBInstruction ManualAT2005USBCardioid Dynamic USB/XLR MicrophoneContentsIntroduction & features 3 S etting up your microphone with stand clamp & desk stand 4Preliminary setup with Mac OS X 5Preliminary setup with Windows XP 6Preliminary setup with Windows Vista 9Preliminary setup with Windows 7 10Using headphones 13Selecting software 13Setting your software levels 13Positioning your microphone 13XLR operation 13Protecting your microphone 13Specifications 14Compliance with FCC rules (USA only)This device complies with Part 15 of the FCC rules. Operation is subject to the following two conditions:(1) this device may not cause harmful interference, and (2) this device must accept any interference received, including interference that may cause undesired operation.FCC WARNINGYou are cautioned that any changes or modifications not expressly approved in this manual could void your authority to operate this equipment.Canada onlyThis Class B digital apparatus complies with Canadian ICES-003.Cet appareil numérique de la classe B est conforme á la norme NMB -003 du Canada.Federal Communications Commission StatementNote: This equipment has been tested and found to comply with the limits for a Class B digital device, pursuant to part 15 of the FCC Rules. These limits are designed to provide reasonable protection against harmful interference in a residential installation. This equipment generates, uses and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio communications. However, there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception, which can be determined by turning the equipment off and on, the user is encouraged to try to correct the interference by one or more of the following measures:— Reorient or relocate the receiving antenna.— Increase the separation between the equipment and receiver.— Connect the equipment into an outlet on a circuit different from that to which the receiver is connected.— Consult the dealer or an experienced radio/TV technician for help.2Introduction Thank you for buying the Audio-Technica AT2005USB cardioid dynamic USB/XLR microphone. Equipped with both USB and an XLR outputs, this digital/analog mic is designed both for live performance and digitally capturing music or any acoustic audio source using your favorite recording software.The AT2005USB offers high-quality articulation and intelligibility perfect for home studio recording, field recording, podcasting, voiceover, and on-stage use. Its cardioid polar pattern reduces pickup of sounds from the sides and rear, improving isolation of desired sound source.The microphone also features a built-in headphone jack with volume control that allows you to directly monitor from your microphone. The microphone’s focused pickup pattern delivers excellent off-axis rejection, while its A/D converter with a 16-bit, 44.1/48 kHz sampling rate ensures clear, articulate sound reproduction.Audio-Technica’s state-of-the-art design and manufacturing techniques ensure that the microphone complies with the company’s renowned consistency and reliability standards.Features• Handheld dynamic microphone with USB digital output and XLR analog output• USB output connects to your computer for digital recording, while the XLR output connects with your sound system’s conventional microphone input for use in liveperformance• Smooth, extended frequency response ideally suited for podcasting, home studio recording, field recording, voiceover, and on-stage use• Built-in headphone jack allows you to directly monitor from your microphone• Adjust headphone volume with easy-to-use controls on the bottom of the microphone• High-quality A/D converter with 16-bit, 44.1/48 kHz sampling rate• Compatible with Windows and Mac• Low-mass diaphragm provides excellent frequency response• Cardioid polar pattern reduces pickup of sounds from the sides and rear, improving isolation of desired sound source• Tripod desk stand with folding legs for secure and easily portable tabletop use• Pivoting, threaded stand clamp attaches securely to the supplied tripod or to a conventional microphone stand• USB and XLR cables included• Durable metal construction for long-lasting performance• On/off switch functions for both USB and analog operation341.Windscreen –Multi-stage grille design offers excellent protection against plosives and sibilancewithout compromising high-frequency clarity 2.Capsule –Dynamic microphone element with cardioid polar pattern 3.Blue LED –Blue light shows mic is receiving USB power (Note: The blue LED is not affectedby the on/off switch position)4.ON/OFF switch –Functions for both USB and analog operation 5.Metal construction –Tough, durable, resilient design 6.Headphone level control –Up/Down dial controls headphone volume 7.XLR connector –XLR connector with analog output for connection to PA system’s conventionalmicrophone input 8.USB –USB connector for connection to your Mac or PC 9.Headphone Jack –1/8-inch (3.5 mm) stereo jack for connecting your headphones 10.USB cable 11. XLRM to XLRF cableSetting up your microphone with included stand clamp and tripod desk standA. Screw the stand clamp onto the threaded portion of the desk stand.B. Extend the tripod legs to provide a wide, secure base, and place the tripod desk stand on a flat surface.B. Install the AT2005USB microphone into the microphone mount, with ON/OFF switch upC. The top of the microphone should be facing the sound source.D. Use a screwdriver or coin to loosen and tighten the pivot screw for angle adjustment.E. Plug the provided USB cable into the USB output at the base of the microphone, or plug the provided XLR cable into the microphone input of your sound system.Note: Many recording software programs are available online. Audacity is widely used free software for recording and editing sounds. It is available online at /AT2005USB851. Plug the free end of the provided USB cable into the USB port on your computer. The microphone’s blue LED will illuminate, indicating the microphone is receiving power.Your computer will automatically recognize the USB device and install a driver.2. To select the AT2005USB as your audio input, first, open your System Preferences .3. Next, click Sound to display the Sound preference pane.4. Click the Input tab and select the AT2005USB as the device for sound input.Your preferences are now set to use the AT2005USB on your Mac with GarageBand or another recording program of your choice.Preliminary setup with Mac OS XPreliminary setup with Windows XP(Service Pack 2; other operating systems may vary slightly)1.Plug the free end of the USB cable into the USB port on your computer. The microphone’s blueLED will illuminate, indicating the mic is receiving power. Your computer will automatically recognize the USB device and install a driver.2.In the lower right portion of your screen you may see a message that new hardware was found;or you may see a driver software installation notice.3.To select the AT2005USB as your default recording device, begin at your Start menu.Select Control Panel.64. Select Sounds and Audio Devices.785. Select the Audio tab, and choose AT2005USB as the default device.6. Adjust computer volume by clicking on the Volume button beneath Sound recordingDefault device.Preliminary setup with Windows XP(continued)7. Through the Wave In window, you can set the computer volume or mute the microphone.Your preferences are now set to use the AT2005USB with Windows XP with the recording program of your choice.AT2005USB9Preliminary setup with Windows Vista1. Plug the free end of the USB cable into the USB port on your computer. The microphone’s blue LED will illuminate, indicating the mic is receiving power. Your computer will automatically recognize the USB device and install a driver.2. In the lower right portion of your screen you may see a message that new hardware was found; or you may see a driver software installation notice.3. To select the AT2005USB as your default recording device, begin at your Start menu.Select Control Panel .4. Select (double-click) Sound .5. Select the Recording tab. Make sure that the AT2005USB microphone is set as the default recording device. (You should see a green check mark beside the USB microphone icon.)Your preferences are now set to use the AT2005USB with Windows Vista with the recording program of your choice.Preliminary setup with Windows 71.Plug the free end of the USB cable into the USB port on your computer. The microphone’s blueLED light will illuminate, indicating the mic is receiving power. Your computer will automatically recognize the USB device and install a driver.2.In the lower right portion of your screen you may get a message that new hardware was found;or you may see a driver software installation notice.3.Start menu > Control Panel > SoundTo select the AT2005USB as your default recording device, begin at your Start menu.Select Control Panel.104.Select Sound.5. The following screen will pop up:6. Select the Recording tab, and choose AT2005USB as the default device.7. Double click on the AT2005USB icon to open the Microphone Properties window. Select the levels tab to adjust microphone level (loudness). You may need to come back to this window to readjust the level after you begin recording.Preliminary setup with Windows 7(continued)Your preferences are now set to use the AT2005USB with Windows 7 with the recording program of your choice.MicrophoneAT2005USBDefault DeviceAdditional Information Using headphonesThe 1/8" (3.5 mm) headphone jack on the bottom of the microphone allows you to directly monitor your recording with a pair of headphones. When your preliminary setup is completed, and your USB microphone is connected to your computer’s USB port (the microphone’s blue LED is illuminated), plug your headphones into the headphone jack on the bottom of the microphone. While talking into the microphone, you should hear yourself in the headphones. Adjust the volume up or down by rotating the the Up/ Down dial on the bottom of the microphone. Note: The Up/ Down dial only adjusts the volume of the mic’s headphone output; it does not adjust the microphone level.Selecting softwareYou have many choices in recording software. Audacity, available for free online at/, is a widely used software program that provides basic recording software. Setting your software levelsCorrect adjustment of microphone level is important for optimum performance. Ideally, the microphone level should be as high as possible without overloading the input of your computer. If you hear distortion, or if your recording program shows levels that are consistently overloaded (at peak levels), turn the microphone volume (or level) down, either through your control panel (or system preferences) settings, or through your recording software. If your recording program shows insufficient level, you can increase the microphone gain either from the control panel (or system preferences) settings or through your recording program.No further microphone level adjustments should be needed, as long as the acoustic input does not change significantly.Positioning your microphoneIt is important to position the microphone directly in line (on axis) with the person speaking/singing or instrument (or other sound source) to achieve the best frequency response of the microphone.For use in speaking/singing applications, the ideal placement for the microphone is directly in front of the person speaking/singing. The same placement is optimal when miking an instrument such as an acoustic guitar, drums or piano. Experiment with different mic placements to find the best sound for your particular setup.XLR operationFor live-sound applications, connect the XLRF connector of the included XLR cable to the XLRM output on the bottom of the microphone; connect the cable’s XLRM connector to a standard XLRF microphone input on your mixer. Turn the microphone’s ON/OFF switch to the “ON” position. Set the microphone’s level by following the instructions included with your mixer. Note: The ON/OFF switch does not affect the LED.Protecting your microphoneTake care to keep foreign particles from entering the windscreen. An accumulation of iron or steel filings on the diaphragm, and/or foreign material in the windscreen’s mesh surface, can degrade performance.Element: DynamicPolar Pattern: CardioidFrequency Response: 50 – 15,000 HzPower Requirements: USB Power (5V DC)Bit Depth: 16 bitSample Rate: 44.1 kHz/48 kHzControls: On/off switch; headphone volume controlWeight: 266 g (9.4 oz)Dimensions: 183.6 mm (7.23") long, 51.0 mm (2.01") maximum body diameterOutput Connector: USB-type/XLR-typeHeadphone Output Power: 10 mW @ 16 ohmsHeadphone Jack: 3.5 mm TRS (stereo)Accessories Included: Stand clamp for 5/8"-27 threaded stands, tripod desk stand, 2 m (6.6') mini USB cable, 3 m (9.8') XLRF-type to XLRM-type cableSystem Requirements: Macintosh: MAC OS X; USB 1.0 or 2.0; 64 MB RAM (minimum) Windows: XP/Vista/Windows 7; USB 1.0 or 2.0; 64 MB RAM (minimum)†In the interest of standards development, A.T.U.S. offers full details on its test methods to other industry professionals on request.Specifications are subject to change without notice.AT2005USB Specifications †R e s p o n s e i n d B LEGEND 200 Hz 1 kHz 5 kHz 8 kHz SCALE IS 5 DECIBELS PER DIVISION240˚180˚210˚270˚300˚330˚0˚150˚120˚90˚30˚60˚Frequency ResponsePolar PatternAudio-Technica U.S., Inc.1221 Commerce Drive, Stow, Ohio 44224 USA +1 (330) 686-2600 ©2012 Audio-Technica U.S., Inc. P52364-01 To reduce the environmental impact of a multi-language printed document, product information is available online at in a selection of languages.Afin de réduire l’impact sur l’environnement de l’impression de plusieurs, les informations concernant les produits sont disponibles sur le site dans une large sélection de langue.Para reducir el impacto al medioambiente, y reducir la producción de documentos en varios leguajes, información de nuestros productos están disponibles en nuestra página del Internet: .AT2005USB。
frida overload参数context

frida overload参数contextFrida Overload Parameters Context: Exploring the Power of Dynamic InstrumentationIntroductionIn the world of dynamic instrumentation, Frida has gained immense popularity for its ability to intercept, monitor, and modify the behavior of a wide range of applications. One of the key features that makes Frida so powerful is its ability to overload parameters dynamically at runtime. This allows developers and security researchers to modify the behavior of an application without the need for source code changes. In this article, we will explore the concept of Frida overload parameters context in depth, and how it can be used to achieve various goals in the context of application security, reverse engineering, and software development.What is Frida?Frida is a dynamic instrumentation framework that allows developers to inject JavaScript into running processes on a variety of platforms including Windows, macOS, Linux, iOS, and Android. Frida provides a powerful set of APIs for interacting with the underlying native code of anapplication and supports a wide range of use cases, including but not limited to debugging, reverse engineering, and bypassing security controls.One of the key features of Frida is its ability to overload parameters at runtime, which allows developers to modify the behavior of an application on the fly. This feature is particularly useful when working with closed-source applications or when source code is not available for inspection. By dynamically modifying function parameters, developers can achieve a wide range of goals, including bypassing security checks, manipulating data flows, and identifying vulnerabilities.Understanding Frida Overload Parameters ContextFrida overload parameters context refers to the process of intercepting function calls in a running application and modifying the parameters passed to these functions. This is achieved by hooking into the target process and injecting JavaScript code that intercepts the relevant function calls and modifies the parameters before they are passed to the original function. This allows developers to influence the behavior of the application without making any permanent changes to the underlying code.When working with Frida overload parameters context, it's important to understand the underlying native code of the application and the specific function calls that need to be intercepted. This often requires a deep understanding of the application's architecture and the ability to analyze the behavior of the application in real-time. By leveraging Frida's powerful APIs, developers can gain unprecedented insight into the inner workings of the application and manipulate its behavior in ways that would be difficult or impossible using traditional static analysis techniques.Use Cases for Frida Overload Parameters ContextFrida overload parameters context can be used to achieve a wide range of goals in the context of application security, reverse engineering, and software development. Some of the common use cases for this technique include:1. Bypassing Security Controls: By intercepting function calls that perform security checks, developers can modify the parameters passed to these functions to bypass authentication mechanisms, authorization checks, and other security controls. This can be particularly useful whenanalyzing the security posture of an application or when testing the effectiveness of security controls.2. Manipulating Data Flows: By intercepting function calls that process or manipulate data, developers can modify the parameters passed to these functions to change the behavior of the application. This can be useful for testing edge cases, identifying vulnerabilities, or understanding the impact of different data inputs on the application's behavior.3. Reverse Engineering: Frida overload parameters context can be invaluable when reverse engineering closed-source applications or when working with proprietary protocols. By intercepting function calls and modifying parameters, developers can gain insight into the inner workings of the application and understand how it processes and handles data.4. Testing and Debugging: By dynamically modifying function parameters, developers can test different scenarios and edge cases without the need for code changes. This can be useful for debugging, testing, and validating the behavior of an application under different conditions.Best Practices for Frida Overload Parameters ContextWhen working with Frida overload parameters context, it's important to follow best practices to ensure a successful outcome. Some of the best practices for using this technique include:1. Understand the Application's Architecture: Before attempting to overload parameters, it's essential to have a deep understanding of the application's architecture and the specific function calls that need to be intercepted. This often requires a thorough analysis of the application's behavior and a solid understanding of the underlying native code.2. Use Dynamic Analysis Techniques: Frida overload parameters context is most effective when combined with dynamic analysis techniques such as runtime instrumentation, code hooking, and function interception. This allows developers to gain real-time insight into the behavior of the application and dynamically modify its parameters.3. Test in Controlled Environments: When experimenting with Frida overload parameters context, it's important to test in controlled environments to avoid unintended side effects. This can help developers understand the impact of their modifications and assess the potentialrisks of their changes.4. Document Your Work: It's essential to document the process of overloading parameters using Frida to ensure that others can reproduce your findings and understand the rationale behind your modifications. This can be particularly helpful when working in a team or when sharing your work with the community.ConclusionFrida overload parameters context is a powerful technique that allows developers and security researchers to dynamically modify the behavior of an application at runtime. By intercepting function calls and modifying parameters, developers can bypass security controls, manipulate data flows, reverse engineer closed-source applications, and test different scenarios without the need for code changes. This technique is particularly useful when working in the context of application security, reverse engineering, and software development, and can help developers gain unprecedented insight into the inner workings of the application. By following best practices and leveraging Frida's powerfulAPIs, developers can achieve a wide range of goals using overload parameters context.。
2024年4月山东英语自考二作文

2024年4月山东英语自考二作文The year 2024 marked a significant milestone for the Shandong province in China as it witnessed the implementation of a new and innovative approach to the English self-examination process. This examination, designed to assess the English proficiency of individuals, had long been a crucial component of the educational system in the region. However, the introduction of the 2024 Shandong English Self-examination Essay 2 ushered in a transformative era, redefining the way in which candidates were evaluated and empowering them to showcase their linguistic abilities in a more comprehensive manner.The decision to revamp the English self-examination process was driven by the growing recognition that traditional testing methods often fell short in capturing the multifaceted nature of language proficiency. The previous format, which primarily focused on discrete grammar and vocabulary knowledge, was perceived as limited in its ability to gauge an individual's true communicative competence. The 2024 Shandong English Self-examination Essay 2 aimed to address this shortcoming by placing greater emphasis on the practicalapplication of English in real-world scenarios.One of the key features of the new examination was the introduction of a comprehensive essay writing component. Candidates were required to compose a well-structured, coherent, and substantive essay on a given topic, demonstrating their ability to organize their thoughts, articulate their ideas, and effectively communicate in written English. This shift from a purely objective-based assessment to a more holistic evaluation allowed examiners to gain deeper insights into the candidates' language skills, critical thinking abilities, and overall command of the English language.The essay prompt for the 2024 Shandong English Self-examination Essay 2 was designed to challenge the candidates and encourage them to engage with relevant and thought-provoking subject matter. The topic required them to delve into the potential impact of technological advancements on the future of education in the province. Candidates were expected to analyze the various ways in which emerging technologies, such as artificial intelligence, virtual reality, and online learning platforms, could reshape the educational landscape in Shandong.In their essays, the candidates were required to demonstrate a thorough understanding of the topic and provide well-reasoned arguments supported by relevant examples and evidence. They wereencouraged to explore the potential benefits and drawbacks of technological integration in education, considering factors such as accessibility, personalized learning experiences, and the role of human interaction in the learning process.The evaluation of the essays was carried out by a panel of experienced and highly qualified English language experts, who assessed the submissions based on a comprehensive set of criteria. These criteria included the coherence and organization of the essay, the depth and quality of the content, the use of appropriate vocabulary and grammar, and the overall effectiveness of the communication.The introduction of the 2024 Shandong English Self-examination Essay 2 had a profound impact on the way candidates prepared for and approached the examination. Rather than solely focusing on memorizing grammatical rules and vocabulary lists, candidates were now required to develop a more holistic understanding of the English language, including its practical applications in various contexts.This shift in the examination format also prompted educational institutions and language training providers in the Shandong province to revise their curricula and teaching methodologies. Greater emphasis was placed on developing students' writing skills,critical thinking abilities, and the capacity to articulate their ideas effectively in English. Classroom activities and assignments were designed to simulate real-world scenarios, encouraging students to engage in meaningful discussions, debates, and collaborative projects.The success of the 2024 Shandong English Self-examination Essay 2 was evident in the marked improvement in the overall English proficiency of the candidates. The essays submitted showcased a deeper understanding of the topic, a more nuanced approach to analysis, and a greater mastery of the English language. This, in turn, had a positive ripple effect on the educational landscape, as the enhanced language skills of the candidates translated into better academic and professional opportunities.Moreover, the 2024 Shandong English Self-examination Essay 2 served as a catalyst for greater collaboration and exchange between educational institutions, language experts, and policymakers within the province. Ongoing discussions and research initiatives explored ways to further refine the examination process, incorporating feedback from stakeholders and incorporating the latest developments in language assessment methodologies.In conclusion, the 2024 Shandong English Self-examination Essay 2 represented a significant milestone in the evolution of Englishlanguage assessment in the province. By shifting the focus from traditional testing methods to a more comprehensive and practical evaluation of language skills, the examination empowered candidates to showcase their true linguistic abilities and paved the way for a more dynamic and responsive educational system. The success of this initiative has not only had a profound impact on the individuals who participated but has also inspired other regions in China to adopt similar approaches, furthering the advancement of English language education throughout the country.。
专业英语英文

Road Damaging Effects of Dynamic Axle LoadsABSTRACTA number of criteria and associated statistical analysis procedures are proposed for relating the dynamic wheel forces generated by heavy vehicles to road surface damage. The criteria are evaluated in the time domain and therefore r equire time histories of the dynamic forces generated by all axles of a vehicle. Also required for some of the criteria is the calculation of transient stresses and strains in road structure during the passage of a vehicle. A method for performing this calculation is described. The criteria may be used for evaluating the road damaging effects of simulated or measured wheel forces. In this paper, wheel forces generated by the linked tandem axles of a semitrailer are Simulated and an examination is made of the effects of vehicle speed and road roughnesson road damage.The results indicate that for vehicles operating on stationary random road surfaces typical of highways, road surface damage generally increases steadily with speed. Furthermore, there exist certain speeds at which pitch coupling between axles results in a Significant increase in the damage incurred at particular points along the road. For the vehicle examined in this study. the coupling is provided by lightly damped pitching of the load levelling arrangement and the "critical" speeds are found to be approximately 9 m/s and 27 m/s .On smooth roads at high speeds, the increase in dynamic wheel loads with speed is outweighed by the decrease in road surface response. The net effect is a reduction in fatigue damage for speeds greater than 30 m/s.It is concluded that the dynamic component of wheel forces may reduce significantly the service lives of road surfaces which are prone to fatigue failure. In particular the damage done to approximately five percent of the road surface area during the passage ofa vehicle at typical highway speeds may be increased by as much as a factor of four.1. INTRODUCTIONIn recent years, considerable research effort has been concentrated on the measurement and prediction of dynamic wheel l oads. An equivalent effort has been concentrated on static analysis of road structures and their failure mechanisms. Very few investigators have examined the relationships between dynamic wheel loads of heavy vehicles and road surface deterioration. T h e primary aim of dynamic road loading legis l ation is minimisation of road surface damage so it is essential that these relationships be understo o d. Only then can road-damage-related vehicle suspension design controls be introduc e d.The aims of this article are to establish some road damage criteria and statistical analysis methods suitable for investigating these relationships and to perform a preliminary examination of the road damaging effects of the tyre forces generated by a simple representative semi-trailer vehicle model.2. CRITERIA FOR EVALUATION OF ROAD DAMAGE DUE TO DYNAMIC AXLE LOADS2.1 DYNAMIC FORCE CRITERIA USED BY PREVIOUS WORKERSThere is no apparent consensus of opinion in the literature regarding the most appropriate criteria for evaluating the road damaging effects of dynamic tyre forces. Manycharacteristics of these forces have been measured or calculated in previous studies (see (I) for a more detailed discussion of this literature):(1) Transfer functions between road roughness and tyre forces (2-5)(il) Spectral denSities (5-12)(ill) RMS values (o f ~n normalised by static axle loads) (5-10,12-15)(Iv) Fourth power weighted RMS values (6,10,14,15)(v) Transient values (due to discrete surface ir regularities) (3,4.11 ,16-20)(vi) Probability distributions {5.S,lO, 11,13.20)(vii} Percentage of road subjected to forces lying in given intervals (20)(,,'ill} Dynamic load sharing between linked axles (6,10.14)Ux) Longitudinal contact forces (2,11)(x) Ground motion near to road {due to surface waves) (17,19)(xi} Vertical subgrade pressure below a discrete surface irregularity (21).Very few workers have considered the relationships between fluctuating wheel loads and road surface damage. One notable exception is Savage (22) who postulated that cracking at the "downstream" end of concrete pavement slabs (near joints) is due to transient tensile stresses caused by the sudden release of load as an axle passes onto the next slab. The most important recent contribution was made by Sweatman UO.14) who used a hub-mounted wheel force transducer to measure the dynamic loads generated by one wheel on each of9 different (Australian) commercial vehicles. Tests were performed for a range of speeds. tyre pressures and road surfaces. Assuming that the wheel forces followed a Gaussian distribution and using the "fourth power law" 1 for road damage, he calculated the "road stress factor':244(163)s KP s s Φ=++ s =Dynamic load coefficient =/Ps σσ=Standard deviation of wheel loadPs =Mean axle loadK = ConstantSweatman defined the dynamic road stress factor by 4/s KP υ=Φand suggested that this factor should account for the damaging effects of the dynamic component of the wheel loads. For typical highway conditions of roughness and speed, this factor was found to vary between1.11 and 1.46, depending on the suspension system (10).Recognising the importance of the relatively few, very large wheel forces. Sweatrnan also calculated the stress factor associated with the 95th percentile forces:495(1 1.645)s Φ=+This factor was found to vary between 2.21 and 4.37 for the highway operating conditions of his experiment.Sweatman also examined the average dynamic load sharing between axles:LSc = Load Sharing Coefficient :2/nz Mg =n = number of axles in groupz= mean wheel forceMg = total axle group static load.Up to 21 % deviation from perfect load sharing (LSC=O.79) was displayed by one tandem suspension system but most suspensions deviated by less than 10%.Ervin et al (6) performed similar tests in the USA and obtained qualitative agreement with Sweatman's results .Two important factors have been overlooked by these studies:(1) The "fourth power law" used in Sweatman's analysis (l0,14) was developed on the basisof the static axle weights of the vehicles in the AASHO test (23). It refers to global deterioration of the road surface rather than local failure and so it cannot Simply be extended to the evaluation of dynamic wheel forces. Also the general validity of the "fourth power law" is questionable; this is discussed ID detail in (1).(2) Dynamic forces are applied to the road surface by all wheels of a vehicle. A point on the road surface along a wheel path will experience an impulse due to each passing wheel and the total damage done by the vehicle at that point will depend on the accumulated damage due to each wheel load. The peak loads (which inflict most damage) will result from specific road roughness features and therefore will occur repeatedly in the same general locations on the pavement (in the vicinity of the roughness feature) (6). It may be expected that road surface degradation caused by wheel loads would start at these locations. It is necessary therefore to examine the damage incurred at specific points along the road and it is of doubtful benefit to examine wheel force statistics such as peak or RMS values of a Single axle, or the average dynamic load sharing between axles.There is clearly a need for some criteria which relate dynamic forces to damage at particular points along the road surface. These criteria should take into consideration the mechanisms of failure of typical road structures.2.2 FAILURE MECHANISMS OF ROAD STRUCTURESRoad structures may be classified as flexible. composite or rigid. A flexible pavement consists of one or more layers of flexible (bituminous) material supported by a granular subgrade. Composite pavements consist of a flexible surface layer sup ported by a stiff (concrete) base and rigid road surfaces consist of a layer of concrete on a granular foundation. Rigid pavements may be further c lassified according to their arrangement of steel reinforcement and joints.Each of these road types has a number of charac teristic failure mechanisms. According to Rauhut, Roberts and Kennedy (24,25). the most important of these are:(i) Fatigue cracking for all types of pavements(ill Permanent deformation (longitudinal rutting) for flexible and composite pavements (ill) Reduced skid resistance for flexible and composite pavements(Iv) Low temperature cracking for flexible pave ments(VI Reflection cracking for composite pavements(vi) Faulting, spalling, low temperature and shrinkage cracking, blow ups. Punchouts and steel rupture for rigid pavements. depending on their structural category.Each failure mechanism is affected by many factors including the roadway design andconstruction methods. the material properties of each constituent layer (these are generally discontinuous, nonlinear and anisotropic). the traffic loading and the environmental conditions throughout the service life (25).2.3 FAILURE CRITERIA FOR FLEXIBLE PAVEMENT ANALYSISCurrent practice in many countries is to design flexible road structures for resistance to failure by fatigue and rutting {26). Elastic or viscoelastic layer theory or finite element methods are used to calculate stresses and strains in the road due to a static, standard wheel load (usually 40kN). The "fourth power law" is used frequently to estimatethe expected number of standard wheel loads (in mixed traffic) durl.ng the service life. Experimental fatigue and permanent deformation characteristics of the road materials (27) are used in conjunction with one or more of the following design criteria to determine pavement layer thicknesses.(iJ Rutting: Subgrade compressive stress or strain. vertical surface deflection(ti} Fatigue: Horizontal tensile stress or strain2 , volumetric strain., shear strain and shear stress.Although considerable research effort has been concentrated on prediction of pavement failure. agreement between theory and experiment is often unsatisfactory. There are numerous complicating factors including "healing" of bituminous materials in rest periods between load pulses (28.29), the distribution of wheel paths across the road (26.28)' extreme sensitivity of material properties to climatic conditions particularly temperature [26-28,30-32). inaccuracy of the "fourth power law", inadequacies of pavement structural models and the variable nature of the applied loads. Thrower (28) summarised thedif ficulties:'The conventional methods adopted to assess the risk of fatigue failure inflexible pavements are unsatisfactory in many respects; they are conceptually vague, the laboratory experimen tal data are inadequate to define an ap propriate criterion uniquely. and the mechanism of pavement fatigue failure postu lated is not adequately supported by road experience in Britain. In their basic form, the models generally yield. gross underestimates of the fatigue life of typical pavements .... "It is in this context of uncertain roadway design practice that criteria for evaluating dynamic wheel loads must be established.2.4 FOUR ROAD-DAMAGE-REJ..A.TED CRITERIA FOR ASSESSING DYNAMIC WHEEL LOADSIn order to quantify the effects of fluctuating wheel loads on pavement deterioration it is necessary to examine the accumulated damage due to all axles of a passing vehicle at specif1c points on the road surface. Loss of serviceability will be governed by a small proportion of locations at which large damage occurs.The procedure adopted in this study was to divide the road surface along each wheel path into a number of equal segments. The segments were sufficiently short to enable the resolution of peak forces at the highest frequency of interest. The accumulated damage at each station due to the passage of a vehicle was calculated by one of criteria described below.2.4.1. Aggregate Force CriterionLet the force applied by wheel j to station k on the road surface be Pjk. The AggregateForce at station k (Fk) is defined by1Naj Fk Pjk ==∑ k=1,2,3,….Na Na =umber of axlesNs =otal number of stations along wheel path.We expect {F'k} to be a Gaussian random variable, since the individual axle loads are Gaussian In practice (10,12). {Fk} should have a mean value equal to the gross vehicle weight and a variance dependent on the dynamics and speed of the vehicle, the coupling and spacing of its axles and the road roughness.2.4.2 Fatigue Weighted Stress CriterionAs a first approximation, we assume that the maximum damaging stress in the flexible surface layer of a road structure is proportional to the average compressive stress in the tyre contact area. Stress-related fatigue characteristics have been measured, underconditions of fluctuating force, for bituminous materials (33) and cement treated materials(34). Exponential relations of the form11i n N k σ-=have been reported (1k and 1n are mixed constants, i σ = stress amplitude, N = cycles to failure). III takes values between 2.5 and 8.1 for asphalts (33).Using Miner's hypothesis for the accumulation of fatigue damage (27-29), we may estimate a quan tity related to the proportion of the total fatigue life used at station k due to the passage of the vehicle:A point on the road is considered to have reached the end of its useful life when Lk reaches 100%.Typical values of 1k and 1n were obtained from (33} for bituminous concrete with 5.7%(by mass) asphalt binder.will be a random variable, however the ex ponential form of the fatigue relation (2}willresult in a skewed probability distribution which will no longer be Gaussian,The criteria discussed in the two preceding paragraphs grossly oversimplify the relationship between the applied loads and damage to the road structure. Using the method described in Section 3 it is possible to calculate the transient stresses, strains and deflections at a point in the road structure as a vehicle passes by. This method may be used to evaluate the stresses and strains needed for the more realistic road damage criteria described in the next two paragraphs.2.4.3 Tensile Strain Fatigue CriterionThe most popular criterion (cited in the road damage literature) for estimating the fatigue life of flexible pavements is the tensile strain at the bottom of the asphalt surface layer. Relations between the amplitude of applied tensile strain (et) and number of cycles to failure (N) of asphalt laboratory specimens have been shown to take the form (26-29,33,35)2k and 2n are mix constants 2n may vary between 1.9 and 5.5 (27.33,35) The mix parameters used in this study correspond to a typical UK rolled asphalt wearing course with 7.9% binder (by mass) (27).Followi.ng the same approach as in Section 2.4.2, we may estimate the proportion of the total fatigue life used at station k (lek) as a result of the strain history caused by the passing vehicle. In this case, however, the "bow wave" and "wake" which accompany a moving load on the road surface (6.15,30,32.36) result in three positive tensile strain peaks (i=1.2,3) associated with each wheel.where ijk N is given by (4) and et is calculated from a theoretical roadway model.2.4.4 Permanent Deformation CriterionAssuming that permanent deformation of the road surface is related to the magnitude of the applied loads we might anticipate some variation in rut depth along a road due to fluctuating wheel forces. In the calculations used in this study the subgrade compressive stress history O'ek at stations along the road was used to estimate the local increase in permanent deformation due to the passage of a vehicle.Majidzadch et al {37} showed that the permanent strain (ep) of asphalt specimens after N cycles may be estimated (for a wide range of asphalt mixes) from the applied stress (CJc) and the effective modulus (E") according toPeatiie (26) and Van de Loo (38) used ns = 1 thereby assuming that permanent strain isproportional to the average strain in the asphalt layer. The permanent deformation at station k on a layer of thickness d due to a single stress pulse of magnitude (J ejk may be estimated fromThe total increase in permanent deformation 1 at station k may be calculated according to2.5 STATISTICAL ANALYSISIn the previous section. it was noted that peak wheel forces and hence most roadway deterioration may be expected to occur in the vicinity of specific road roughness features. We may postulate that the road surface would become u:nserviceable when a small proportion of its total surface area (say 1% to 5%) became seriously damaged. The damage incurred at this small proportion of points during the passage of a particular vehicle may be determined from the cumulative probability density function of the road damage measure of interest. For example, 5% of the surface area of the road (along the wheel tracks) is subjected to aggregate force levels greater than the 95th percentile aggregate force.4. SIMULATION OF DYNAMIC AXLE LOADS4.1 VEHICLE MODELIt was desired to simulate, as realistically as possible in the time domain, dynamic wheel forces suitable for analysis using the road damage criteria discussed previously. In view of the importance of assumptions regarding suspension spring characteristics (1,12) it was considered necessary to use nonlinear models .A six-degrees-of-freedom two dimensional math ematical model of a linked tandem-axle semitrailer was developed (see Figure 5). Important features of the model are:Types:(i) Linear springs in parallel with light viscous dampers(it} Simple contact patch averaging for envelop ment of short wavelength road roughness (ill) Departure of wheels from the road surfaceSuspension(i) Four-leaf suspension system with nonlinear leaf spring elements connected by a "mass less" load leveller(it) Frictionless load leveller pivot(ill) Sprung mass modeled by a rigid 11 tonne mass (1/2 vehicle only)The equations of motion and numerical data for the vehicle model are provided in (l). The equations of motion were solved in the time domain by numerical integration according to the validated methods described in (1.52).4.2 ROAD SURFACE ROUGHNESSInputs to the vehicle model were the profiles of two typical random roads and a 12 mm step. The random road profiles had "good" and "very good" roughness spectral densities according to the two-index classification in (53). These will be known hereafter as profiles 1 and 2 respectively.The one-dimensional inverse FFT method described in (1,54) was used to generate station ary. Gaussian random sequences with the desired spectral densities.4.3 NATURAL MODES OF THE LINEARISED VEHICLE MODELPrior to the nonlinear time domain study, the mathematical vehicle model was linearised by replacing the nonlinear suspension and lyre elements with equivalent linear springs and dashpots (1,52).The method described in (1) was used to determine the natural frequencies, damping ratios and mode shapes. Table 1 describes the natural modes in the frequency range affecting the tyre forces. Two of the important mode shapes are sketched in Fig ure 6.5. SAMPLE RESULTSTime histories of the lyre forces generated by the trailer suspension model were calculated at a number of speeds (between 5 ml sand 40 ml s) on the three road profiles described in section 4.2. Each of the four criteria was used to evaluate the road damage at equally spaced stations along the wheel path. The station spacing was L'1x: = V 1100 m for the random profile tests and J:x = V /300 m for the step inputs (V = vehicle speed ml s).5.1 AGGREGATE FORCE CRITERIONThe aggregate forces {F'k} were calculated according to (1). The distribution of these forces for the vehicle traversing road profile No. 1 at a speed of 30 m/ s is shown in Figure 7(a}. The theoretical Gaussian ''bell-shaped'' curve with the same mean and standard deviation as the measured data is also shown. The aggregate forces match the nor mal distribution accurately. This is confirmed by the probability paper plot (Figure 7(b)) where the experimental results closely follow the theoretical straight line for Gaussian data.In accordance with section 2.5 the cumulative probability distribution was used to calculateth e 95th. 98th and 99th percentile aggregate force levels as a function of vehicle speed (Figure 8), Small peaks in each curve can be seen at speeds of 9 m/sand 27 m/ s. At these speeds, both unspring masses reach maximum force levels ID their 9.8 Hz antiphase bounce cycle (see Table l) at the same locations on the road surface I, In Figure 9. the aggregate forces for all three road profiles (Profiles 1 and 2. and 12 mm step) have been normalised by the gross vehicle weight. For the random profiles the 95th. 98th and 99th percentile aggregate forces are plotted. whereas for the step input tests, the largest peak value is plotted since it is considerably greater than the second largest peak (see Figure 10).Within the range of highway speeds some points along the road may be subjected to aggregate forces up to 50% greater than the gross vehicle weight, depending on the roughness of the surface and the speed of the vehicles.The peak values for the step response tests do not occur at the same speeds as for the random tests. This may be attributed to two factors:(i) The dynamic response of the vehicle largely depends on the time interval between each tyre encountering the step. At some speeds the vehicle response will "tune in" to thefrequency associated with this time interval(il) The aggregate force at a point depends on each axle load that passes by. As a result,the maximum aggregate force will not necessarily occur at the same location as the maximum force generated by either axle, especially in transient input tests.For this vehicle the combined effects of these factors results in the maximum aggregate force occurring approximately 1.5 m downstream of the step for speeds less than 22.5 m/s and on the edge of the step for V ~ 22.5 m/s (Figures 9 and 10). Other factors that complicate the prediction of "critical" speeds in the step response tests are the damping and nonlinearity of the tyres and the nonlinearity of the leaf springs.5.2 FATIGUE WEIGHTED STRESS CRITERIONThe fatigue weighted stress criterion [section 2,4.2) was used to determine the proportion of the service me used at the same points along the road as discussed in the previous paragraph, The dis tribution of fatigue life usage for the vehicle travell ing on road profile 1 at 30 m/ S is shown in Figure 1 L The fatigue law (2) skews the distribution so that it is no longer Gaussian,Figure 12 shows the upper percentile levels of fatigue life use for tests on the two random. Road profiles and the largest peak value for the step response tests. In this graph, the computed fatigue life usage has been normalised by the fatigue damage (life usage) incurred at a point during the passage of a slowly moving (non -dynamic) vehicle.Depending on the percentage of the road surface area considered in the analysis (the percentile level). The ratio of "dynamic" to "non-dynamic" fatigue damage may be in the range of 2-7 for normal highway conditions of speed and roughness. In other words, if (3} was a realistic damage criterion, a road designed with (3) using the static axle loads may be expected to fall in 1/2 - 1/7 of its design life, depending on the surface roughness and traffic conditions 1 •5.3 TENSILE STRAIN FATIGUE CRITERIONThe maximum tensile strain in the roadway beam model was calculated at stations spaced at 150 mm. intervals along the road, using the methods described in section 3. Strain time histories at each station along the road were determined (Fig ure 13), and (5) was used toc alculate the damage accumulation at each station. The probability distribution of this quantity is shown in Figure 14. Note the skewing of the distribution simi1ar to that for the fatigue weighted stress criterion (Figure 9). The upper percentile levels (random profile tests) and largest peak values (step Input tests) of the fatigue life usage have been normalised by the "non-dynamic" fatigue damage and plotted in Figure 15. This figure is similar to Figure 12 except that the accumulated damage levels decrease for speeds above 25 m! s (random profile tests].This is the result of two conflicting factors:(i) The dynamic force levels increase with speed in this frequency range (see Figure 9).(il) The deflections of the road beam (and hence longitudinal strains) decrease with the speed of the load (see Figure 16). This phenomenon is known as the "speed effect" (23,49,55) and is discussed in more detail in (l).In this example, factor (tl) outweighs (1) and the net road damage accumulation decreases slightly With vehicle speed above 25 m/ s. This is not the case for the step input tests where the dynamic force increase outweighs the effect of the road model response.Typical values of the ratio of dynamic to "non-dynamic" fatigue life use vary between 2 and 7 for typical conditions of highway roughness and speed.5.4 PERMANENT DEFORMATION CRITERION'The direct stress in the subgrade was calculated using the procedure described in section 3. The incremental permanent deformation was calcu1ated at stations along the road using (8}. The probability distribution is shown in Figure 17(a) and probability paper plot is shown m Figure 17(b) (30 m/s, Profile No. 1). The distribution is approximately Gaussian since the exponent in (7) is lose to unity. The upper percentile levels (random tests) and largest peak values (step response tests) are sh o wn in Figure 18. The values have been normalised by the"non-dynamic" permanent deformation. The results are similar to those obtained from the aggregate force calculation (Fig ure S} except for the increasing gradient at speeds greater than 25 rn! s. This can be attributed to the speed and frequency de p endence of the subgrade stress. The ordinates of Figure 18 are similar t o those of Figure 9 since in (7}. As a result, the permanent deformation at a point is closely related to the aggregate force.Typical v alues of the dynamic permanent deformation are up to 60% greater than the "non-dynamic" values for typical cond i tions of highway roughness and speed.。
富春山居图介绍英语作文

富春山居图介绍英语作文"The Splendid Landscape of the West Lake: An Introduction to the 'Dwelling in the Fuchun Mountains'"The "Dwelling in the Fuchun Mountains" is a masterpiece of Chinese landscape painting, attributed to the Yuan Dynasty artist Huang Gongwang. Created in the 14th century, it is revered as one of the greatest works in the history of Chinese art. This monumental scroll painting measures over 25 feet in length and is renowned for its intricate detail, poetic composition, and evocative depiction of the natural world.The painting captures a panoramic view of the Fuchun Mountains in present-day Zhejiang Province, China. Huang Gongwang skillfully portrays the rugged terrain, winding rivers, lush forests, and towering peaks of the region. Through meticulous brushwork and subtle ink washes, he conveys a sense of harmony between humanity and nature, a central theme in traditional Chinese landscape painting.At the forefront of the composition, a tranquil river meanders through the landscape, reflecting the surrounding mountains and trees. Small boats and figures dot the riverbank, adding a sense of scale and human presence to the scene. As the viewer's gaze moves upward, the towering peaks of the Fuchun Mountains dominate the horizon, shrouded in mist and imbued with a sense of timeless grandeur.One of the most striking features of the painting is its dynamic composition, which guides the viewer's eye along a journey through the landscape. Huang Gongwang employs a series of diagonal lines and subtle shifts in perspective to create a sense of depth and movement within the scene. From the foreground to the background, each element of the landscape is carefully rendered, inviting the viewer to explore every corner of the painting.Beyond its aesthetic beauty, the "Dwelling in the Fuchun Mountains" also carries profound cultural and philosophical significance. It reflects the Daoist beliefin the interconnectedness of all things and the importance of living in harmony with the natural world. Through his meticulous observation of the landscape, Huang Gongwang captures the essence of the Fuchun Mountains, immortalizing them on silk for future generations to admire.In conclusion, the "Dwelling in the Fuchun Mountains" stands as a testament to the enduring power of Chinese landscape painting. Through its meticulous craftsmanship and profound philosophical insight, it continues to inspire and captivate viewers centuries after its creation. As a masterpiece of Chinese art, it reminds us of the timeless beauty and wisdom to be found in the natural world.。
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The Introduction of Dynamic Features in a Random-Utility-Based Multiregional Input-Output Model of Trade, Production, and Location ChoiceTian HuangGraduate Student ResearcherThe University of Texas at Austin6.512. Cockrell Jr. HallAustin, TX 78712-1076huangtian@andKara M. Kockelman(Corresponding author)Associate Professor and William J. Murray Jr. FellowDepartment of Civil, Architectural and Environmental EngineeringThe University of Texas at Austin6.9 E. Cockrell Jr. HallAustin, TX 78712-1076kkockelm@Phone: 512-471-0210To be presented at the 2007 Annual Meeting of the Transportation Research Board, and under consideration for publication in Transportation Research RecordABSTRACTThis study introduces dynamic features into the random-utility-based multiregionalinput-output (RUBMRIO) model. The RUBMRIO model predicts interzonal trade and travel patterns, as well as business and household location choices, using consumption and production process data. It equilibrates production and trade, labor markets and transportation networks simultaneously. Multinomial logit models predict the origins of productive inputs, including commute behaviors (for the input of labor).With household locations and expenditures/incomes relatively well known for the very near future, one can predict current trade patterns by making household consumption, as well as (foreign and domestic) export demands, exogenous to the model, resulting in short-term predictions. The long-run equilibrium, wherein household locations and consumption patterns are endogenous, will differ from this short-term image. This study specifies the transition mechanism from the short term to the long term, via dynamic adjustments in household consumption across zones, providing a prediction of the greater region’s evolutionary path. Results are examined for an evolution of Texas trade, jobs and population across 17 industry sectors and 254 counties, as ultimately driven by exports to foreign and domestic purchasers.Key Words: Dynamic Integrated Transportation-Land Use Models, Trade Flow Patterns, State Economy1. INTRODUCTIONIntegrated transportation-land use models are valuable tools for planning and policy making. Many effort has been devoted to developing these, primarily for purposes of prediction. At the disaggregate level, Von Thünen’s (1966) isolated state model was extended by Wingo (1961) and Alonso (1964), who both incorporated budget constraints. De la Barra (1995) incorporated elastic demand and land use intensities. In all these models, an equilibrium pattern is generated from the utility maximizing behavior of individuals.Taking an aggregate perspective, Wilson’s (1970) entropy-maximizing methods have been used to model spatial interaction. Putman’s (1983 and 1991) Disaggregate Residential Allocation Model (DRAM) and Employment Allocation Model (EMPAL) are the well-known successors to Lowry’s (1964) model. These are the most widely used spatial allocation models in the U.S. today.Input-output (IO) theory also is widely used, for describing inter-industry productive relationships. When coupled with random utility theory for the distribution of productive input, a spatial IO model emerges. MEPLAN (Echenique, 1985; Hunt and Echenique, 1993; Hunt and Simmonds, 1993; Abraham and Hunt, 1999), TRANUS (de la Barra 1995), PECAS (Hunt and Abraham, 2002) and RUBMRIO (Kockelman et al. 2005; and Ruiz-Juri and Kockelman, 2004 and 2006) are based on this theory. MEPLAN, TRANUS and PECAS represent dynamics by allowing the travel costs associated with freight and person flows to affect land use decisions in the next iteration of the model, along with network system changes (e.g., roadway expansions) and exogenous economic shocks (e.g., increases in export demands).Other spatial IO applications also exist. Kim et al. (2002) developed such a model for estimating interregional commodity flows and transportation network flows to evaluate the indirect impacts of an unexpected event (an earthquake) on nine midwest states. Canning and Wang (2005) tested an IO program for interregional, inter-industry transactions across four regions and ten sectors using a global database documented in McDougall et al. (1998). Rey and Dev (1997) introduced a series of specifications for extra-regional linking econometric and IO methods, and thus extending multiregional IO models (which, traditionally, have fixed inter-zonal flow shares). Ham et al. (2005) estimated interregional, multimodal commodity shipments via an equivalent optimization adding interregional and modal dispersion functions to their system’s objective function.Also promising are computable general equilibrium (CGE) models (e.g. Buckley, 1992; Bröcker, 1998; Logfren and Robinson, 1999; and Kim et al. 2002 and 2003). CGE models address three major limitations of IO models: they free up the fixed coefficients for productive relationships, they recognize price-expenditure interdependencies, and they allow for supply-side effects (rather than being solely demand driven). However, their intense data demands, including relative price information, are onerous if not impossible to adequately address, and system equilibration (for solution of factor and commodity markets) is complex and not necessarily convergent. Furthermore, most CGE models consider only a single region’s trade and production decisions. Multiregional CGE models do exist; for example, Kim and Hewings (2003) developed a CGE model for four sectors and five metropolitan areas in Korea, and Logfren and Robinson(1999) simulated a four-region economy with five commodity-producing activities. Li and He (2005) extended a two-region CGE model into a three-region model for China to simulate interregional trade patterns and environmental impacts. However, major multi-regional examples remain rare.This study builds on the work of Ruiz-Juri and Kockelman (2004), which developed a Random-Utility-Based Multiregional Input-Output (RUBMRIO) model of Texas trade. Their RUBMRIO model describes the production and trade patterns across Texas’ 254 counties. Production is driven by Texas’ 18 foreign exports and 50 other U.S. states, and trade flows are converted to vehicle trips, in order to capture the impact of network congestion on trade and production decisions.In this paper, the RUBMRIO model is extended to characterize near-term production and trade patterns based on current settlement and earnings patterns, and to introduce dynamic features which forecast the evolution of a region’s trade patterns – from a state of short-term disequilibrium to longer-run scenarios.2. THE ORIGINAL RUBMRIO MODELThe RUBMRIO model was developed to predict trade patterns, as well as business and household locations, using production and consumption data. It derives from IO-type productive dependencies across economic and social sectors, using nested logit models for inputs and transportation mode choice. Driven by final export demands, the model relies on a production process characterized by fixed technical coefficients derived from IMPLAN data. The choice of input origins is determined using random utility theory, by estimating the utility of purchasing commodity m from every possible provider zone j via the set of available transportation modes t.Recognizing that air and water modes carry only 3.3% and 2.5% of Texas’ $589 billion of traded commodities (according to the 2002 Commodity Flow Survey [BTS 2005]) and that these two modes generally require some surface transport (to and from their appropriate ports), the version of the RUBMRIO model used here does not predict such mode use. Moreover, since 10% of Texas’ commodity trade (and 23% of its shipped tons) is carried via pipeline (in the form of mined gas and gasoline) [BTS 2005], RUBMRIO assigns only 55% of mining sector flows to the modeled road and railway networks.Currently, RUBMRIO utility functions are a function of transport distance, and linear functions of logsum (expected minimum cost) terms emerging from upstream production decisions. These purchase-weighted logsums of upstream inputs serve as input sales prices, in utility-consistent units. Kockelman et al. (2005) calibrated the origin choice models using CFS 1997 data (BTS 2001), which do not offer travel cost information. Zhao and Kockelman (2004) applied fixed-point theory to examine existence and uniqueness conditions for RUBMRIO’s model solutions. Under weak assumptions on output sales prices and spatial purchase probabilities, the solution prices and commodity flows were shown to be unique. Ruiz-Juri and Kockelman (2004) extended the base application by incorporating domestic demands from all other U.S. states (including the District of Columbia), wage relationships, and land use constraints. The model converts monetary trade flows into vehicle trips, thus allowing for congestion feedbacks.As is shown in Figure 1, the model’s long-run application is driven by export demands, both foreign and domestic, by commodity type. Transport costs or distances, and network capacity and performance assumptions are also key inputs. By simply assuming initialcommodity sales prices, the model runs iteratively to equilibrate trade and network traffic flows. In this way, exogenous final demands seek expected-cost-minimizing distributions of suppliers (across production zones). Intermediate production then is generated to meet these final demands, and distributed according to trade utilities. Average input prices (in units of utility) arepurchase-weighted logsums, which generate (output) sales prices, via recognition of technical coefficients (the production process). The newly computed output prices feed back, intoorigin-choice utility functions, thus launching a new trade iteration.Given information on labor demand per capita of production, the equilibrated production levels for each sector imply levels of demanded labor. These labor linkages result in work tripsvia Ruiz-Juri and Kockelman’s (2006) multinomial logit model of origin choice. By converting monetary trade flows into vehicle flows, and applying deterministic user equilibrium to assign traffic flows to highway networks, the model recognizes congestion feedbacks via a distance updating factor. This factor is the ratio of congested (shortest–path) travel time to free-flow (shortest–path) travel time. This allows for a second, outer feedback loop, for a new iteration of trade and traffic, using the updated distance values, which serve as a proxy for travel times and cost.The existing RUBMRIO model takes a long-term, equilibrium view of inter-regional interactions, and the household sector (see Table 1 for sector descriptions) is endogenous to the model. In Ruiz-Juri and Kockelman’s (2004) implementation, state-level population was given and distributed based on wages that equilibrate labor supply and demand at the county level. In the short term, however, household locations and expenditures/incomes are relatively well known, and one may better predict trade patterns by making household consumption, as well as (foreign and domestic) export demands, exogenous to the model. By dynamic adjustment of household consumption (as a function of county-level supply-demand imbalances), the model provides a prediction of each region’s evolutionary path. This is the approach taken here.3. SPECIFICATION OF THE DYNAMIC RUBMRIO MODELThis section specifies a short-term RUBMRIO model for prediction of current trade patterns, as well as a transition mechanism from the short-term to the long-term model.Short-Term vs. Long-Term Model StructuresThe long-term model used here is the equilibrium state for inter-county and inter-sectoral interactions – including an endogenous household/labor sector. In reality, household locations and household expenditures are relatively fixed in the near term, which leads to what we refer to as the “short-term” model structure. Essentially, households in every zone (i.e., every Texas county, for the application in question) can be regarded as residing in a port with an export demand for commodities. Any disequilibria of the supply and demand for labor in the zones motivate households to move, resulting in a corresponding change of household expenditures, thus moving the short-term prediction to a longer-term perspective. The basic structure of the model is unchanged, but short-term and long-term labor supply solutions are clearly distinguished, and form the basis for the transition mechanism. Figure 2 illustrates the connected procedures, and perspectives.Thus, in this short-term model, household demands are exogenous to the model, and essentially added to the final demand which drives Texas’s economy. Correspondingly, thehousehold sector is removed from the IO table of productive sectors. As with any transaction in this spatial IO model, a zone’s households’ purchases may come from any of the other zones. Purchases are assigned using the random utility principles defined in Eqs. 1 and 2, usingparameters estimated by Ruiz-Juri and Kockelman (2004). Eq. 3 illustrates the new, short-termproduction function that incorporates a fourth term (m ij H ), in order to account for householddemands.highway ij m m ij d Uh ,⋅=δ[1] ∑=i m ij m ij mj m ij Uh Uh H H )exp()exp([2] ∑∑∑∑+++=jm ij s m is k m ik j m ij m i H Z Y X x[3] In Eq. 1, m ij Uh is the (systematic) utility of zone j ’s households when purchasing goods fromsector m in zone i , the m δ’s are logit model parameters calibrated using Austin Travel Survey(ATS) data for home-based non-work trips (Ruiz-Juri and Kockelman, 2004), and highway ij d , isthe road-network distance between zones i and j . In Eq. 2, m j H iszone j ’s (total) household demand for commodity m, and m ij H is zone-j household purchases of commodity m from zone i .In Eq. 3, m i x is the production of commodity m in zone i , m ik Y are flows of commodity m fromproducing zone i to foreign export zone k , and m is Z are domestic export flows from zones i tostates s .The 2002 IMPLAN data (MIG , 2002) provide information on household expenditures by sector at the county level. Table 1 bridges the CFS commodity codes, NAICS and IMPLAN codes adopted here. Table 2 summarizes household expenditures profile. The $418 billion annualexpenditures by Texas households represent nearly 63 percent of the total final demand that drives the state economy in the short-term model application. Household demands need to be met, and these clearly should be a major factor in near-term trade predictions.Transitioning from Short- to Long-Term: Model DynamicsBy assumption, the main distinction between the short- and long-term models is treatment of the household sector. Household migration in response to trade pressures and demand/supply imbalances thus provides the mechanism for transitioning from short- to long-term. Many factors determine a county’s attractiveness, for population migrations, including environment andtopography, wages and educational opportunities, risk of natural hazards and access to artistic and cultural institutions. While, no model can control for all such factors explicitly, this workcurrently allows households to move in proportion to the long-run/equilibrium and short-run labor supply-demand imbalances.As is shown in Figure 2, the labor force (and associated household members) movestoward zones of excess demand, increasing production and easing the local labor marketimbalance (at least temporarily). Eq. 4 describes the change in labor supply, and Eq. 5 illustrates the proportionality assumed between labor and households.1*1()ttt j j j j LabSupply LabSupply K LabDemand LabSupply −−=+⋅−[4]11−−⋅=t j tjt j tj LabSupply LabSupply H H [5]Here,1tj LabSupply − and t j LabSupply represent the number of workers supplied in zone j at time points t-1 and t , respectively; *j LabDemand is the long-run equilibrium number of workersdemanded by industries in zone j at time t-1; and K represents change in labor as a fraction of the current excess supply (or excess demand). Thus, K reflects the speed of evolution in worker and household locations toward the long-term equilibrium state. Based on intuition regarding flexibility in population movements, K was set equal to 0.05 per one-year interval in these applications of the dynamic RUBMRIO model. If imbalances are significant, predicted growth rates can be dramatic (e.g., over +100%, as well as approaching -100%). Nevertheless, it is useful to note that during the 1990-2000 period only four of Texas’ 254 counties experienced an annualized population increase over 5%. A K factor of 0.05 is an important assumption, and future model extensions will focus on calibrating this parameter more rigorously.In Eq. 5 1−tj H and tj H are total household demands across all sectors in zone i at time pointt -1 and t , as in Eq. 2. These are assumed to be proportional to worker numbers (i.e., labor supply).A Comparison of Model DynamicsAs spatial input-outut models, MEPLAN and TRANUS model economic interactions and trade flows in a manner very similar to RUBMRIO. Their dynamics are rather different, however. Three key things affect TRANUS and MEPLAN dynamics: changes to the transportation network (e.g., added capacity and pricing), changes in the location and levels of (exogenous) basicproduction, and land constraints (reflected through pricing signals).In MEPLAN, the "exogenous" production of basic goods is located via a separate model, based on Cobb-Douglas-like cost calculations and tempered by inertial terms (so that new levels are proportional to prior levels). The land use model keeps track of floorspace availability and developable landconstraints (Abraham and Hunt, 1999). TRANUS is very similar in the sense that interactions rise to meet demand, while congesting the network and affecting contemporaneous accessibility measures. Transport system improvements may then be undertaken that affect accessibility measures in the following time steps (Donnelly et al., 1999).By introducing household movements as the dynamic feature of RUBMRIO and making household demands exogenous to the short-term model, RUBMRIO tempers unrealisticequilibrium-based predictions, producing predictions that should prove closer to reality. Since the long-term equilibrium will never be reached (thanks to system shocks, in terms of export demand levels, for example), the dynamic model offers an evolutionary path which is valuable for near-term planning and policy making.Other techniques may also be useful for achieving robust dynamics. For example, acombination of average wage and land rent information could produce measures of zonal attractiveness for new entrants.Incorporation of Domestic Import Traffic FlowsAccording to CFS 2002 data, Texas attracted $215.8 billion commodities annually. Those import purchases are considered in the production process via a “leakage” technical coefficient table. However, their impacts on transportation network need to be addressed explicitly. The commodity price in one state to all the purchasing counties is assumed to be the same, which lead to the assumption that the import amount solely depends on the transportation cost between the origin and destination. Therefore, the import purchases are based on the utility defined in Eq.6, and the generated trips are obtained by using Eq.7 and Eq.8 sequentially.)]exp()log[exp(,,,0railway sj m railway highway sj m highway m highway m m sj d d Ui ⋅+⋅+=βββλ [6] ∑=j m sj m sj m sm sj Ui Ui I I )exp()exp([7] ∑⋅⋅⋅=mm m sj m highway sj sj PCE TCF I prop ITrips ,[8] In Eq.6, m sj Ui is the (systematic) utility of acquiring commodity m in U.S. state s and transportingit to producing zone j ’s, the β’s and λ’s are logit model parameters calibrated using CFS 1997 (Kockelman et al., 2005), and highway ij d , is the road-network distance between state s and zone j .In Eq. 7, m s I is state s ’s (total) export to Texas for commodity m , and m sj I is zone-j ’s purchase ofcommodity m from state s . In Eq. 8, sj ITrips is the total vehicle trips generated fromtransporting commodities from state s to zone j , m highway sj prop , is the proportion of import flows ofcommodity m transported by highway from state s to producing zone j , m TCF isthe Truck Conversion Factor for commodity m (Ruiz-Juri and Kockelman, 2004), and PCE is the truck-to-car equivalent factor, which is assumed to be 2 vehicles per truck unit.Data SourcesDistances between Texas’ 254 county zones and all U.S. states, over both highway and railway networks were estimated using TransCAD’s shortest-path routine. The two networks are based on Caliper’s (2002) national railway network and the FHWA’s (2005) National Highway Planning Network. Foreign exports were derived from Texas Business and Industry Data Center (2004), and domestic demands were taken from the CFS 2002 data (BTS, 2005). IMPLAN’s (MIG 2002) household and population values for Texas counties were used for the short-term population profile, and TWDB (2006) state level population projections for 2010 and 2020 were applied for calibrating the new county population for short-term model application in 2010 and 2020. The State’s population additions in 2010 and 2020 are allocated according to the long-term, equilibrium labor demand shares across counties. Due to the small number of data periods available and the limited accuracy for long-range projection, Texas’ future foreign export demands are estimated based on trends derived from the 1997 and 2002 annual export data. Similarly, Texas’ future domestic demands are estimated based on trends derived from the 1997 and 2002 CFS data by applying exponential five-year growth rate to move the data forward from 2002 to 2010 and then 2020. Of course, the 1997-2000 period was a booming period, which capitalized on the North American Free Trade Agreement; actual rates of growth in exportdemand through 2020 may be quite a bit lower. Texas’ future import data (not including foreignimports) are estimated in a similar way, based on the trends derived from CFS 1993, 1997 and 2002 data.4. MODEL APPLICATIONDescription of ScenariosThis study applies a dynamic version of the RUBMRIO model to anticipate changes in Texas trade patterns over the next 20 years. The base year for the application is 2002, based on TBIDC and IMPLAN demand data (for foreign and domestic exports, as well as county population and household expenditures). The equilibrium version of the RUBMRIO model was used to simulate the long-term optimal state of trade patterns and population distribution. When compared to current population numbers, these equilibrium estimates indicate locations of worker imbalance, thus providing the levels of dynamic adjustment (in workers and households, by county) for the subsequent time point. The model runs in 1-year time steps for 18 years, until 2020.Application ResultsThis section describes and compares the model outcomes of the three time points, in terms of production and population levels, and their associated trade flows.In the 2002 scenario, Texas’s economy is driven by $121 billion in foreign exports, $124 billion in domestic demands and $418 billion in household expenditures. The short-term model generates $1,238 billion of total trade flows (of which over 33% are value added), while thelong-term model generates $1,366 billion total trade flows. The positive $127 billion difference in the total trade flows is expected, considering that the long-term equilibrium tracks toward a more uniform distribution of household and firm location and production choices, spatially – thanks to use of logit model average probabilities. In reality, of course, locations (and trade) may remain reasonably concentrated, since development decisions are reasonably discrete, even at the county level. Table 3 shows RUBMRIO predictions of vehicle trip percentages. The short-term model’s predictions are much closer to reality, as determined using Texas 2002 Vehicle Inventory and Use data sets.Texas’ 254 counties can be grouped into five super-regions (Figure 3): north, west, northwest, east, and south. Figure 4 illustrates the trade patterns among these regions. Theshort-term model predicts that nearly 70% of total trades are intra-super-regional trades (Figure 4A), with trade flows declining with trading distance (as expected).Figure 4’s comparison of equilibrium and dynamic disequilibrium predictions is quite dramatic. The long-term equilibrium approach predicts a relatively even distribution of trade (Figure 4B), with total intra-super-regional trades accounting for less than 22% of total trade flow values, and each region actively trading with all others. Essentially, the decision to model household demand endogenously or exogenously plays a major role in prediction. Households constitute a major consumption force in any economy, and their current, clustered locations strongly shape the future.As time marches forward, current population and trade patterns are predicted to shift, in response to market forces. During the 2002-2020 periods, Texas’ northwestern region is predicted to experience rapid (near-term) growth, at an annual rate of 2.37%. The northern and eastern regions are predicted to continue their moderate growth, at annual rates of 0.2% and 0.14%,respectively (Figure 5A). The corresponding population change in these five regions is shown in Figure 5B. From 2002 to 2020, the northwest region is predicted to gain 2.8 million in population; the rapid population increase in the northwest region plays a major role in its trade growth. Since the long-term model does not take into account the concentration effects and the northwest region is in a better location to trade with domestic markets, the northwest region’s economy grows fast, which in turn attracts more population and results in the increase of household demand. The trade and population interaction causes the striking performance of the northwest region. The south region maintains the same population level and thus the same trade level. It is reasonable that if the exogenous final demand does not change, then the activeness of trade depends on the population. Population shifts (Figure 6) toward a long-term equilibrium in the 18-year time horizon modeled here tend to mirror the shifts in trading.Since trade utilities are a function of transport distances and input prices, with commodity prices generated endogenously by the model, transport distance or cost is the fundamental factor affecting trade patterns in these models. Of course, productive technologies (in the form of somewhat distinction IO tables for the five regions) and export demands are also key. And, in the near term, as discussed above, meeting household demand is paramount, as this dominates final demand. In the longer term, the rates of growth in export demand ultimately tip the balance toward domestic trade (50% of the total demand expected in 2020), and labor and households are expected to shift, to locations with greater latent demand for labor. In terms of producing exports, the northwestern and northern regions dominate trade with other U.S. states, and 16 of Texas’ 31 major ports. The western and southern regions enjoy greater market shares in supplying foreign exports.5. CONCLUSIONSThis paper introduces and applies a dynamic RUBMRIO model for Texas’ 254 counties, with production, population and trade patterns driven by foreign, domestic and household demand. By removing the household sector from the spatial IO tables, and assuming stickiness in migration, the model recognizes the strong evolutionary impacts that existing populations have on the State’s future.In addition, Texas’ domestic imports are now recognized, via inbound goods movements, making predicted traffic patterns more realistic.All traffic assignment for congestion feedback is now accomplished using C++ codes, bypassing external assignment routines, speeding the overall model run times.The dynamic RUBMRIO model described here can be further enhanced, by introducing a size term for input origin, thus reinforcing the attractiveness of such centers (and their associated agglomeration economies) to recognize the supply power of existing centers of population and production. By recognizing the power of path dependence and historic advantage, such a specification would slow the system’s evolution to any long-run “equilibrium” trade pattern, but may be far more realistic for prediction. A more formal calibration of population migration, in the presence of supply-demand imbalances and regional attraction factors, including market wages, also would be valuable. Finally, translation of trade distances to generalized cost values will permit roadway-pricing applications of the model. It is a pity that the CFS data do not offer information on such key variables. However, data from other sources (e.g., Reebie’s TRANSEARCH estimates of trade) may fill this void, allowing reasonable parametric modifications to the current model coefficients.。