Space-Time Block Codes versus Space-Time Trellis Codes

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安迪顿克鲁斯-豪斯LED危险区域灯具说明书

安迪顿克鲁斯-豪斯LED危险区域灯具说明书

Hazardous Area LED LightingLED lighting for hazardous areas3,000 to 13,000 lumensChamp VMVL LED Safe. Reliable. Efficient.Featuring a broad range of LED luminaires for harsh, hazardous and industrial environments, Eaton Crouse-Hinds series lighting solutions are designed to perform reliably in the most extreme conditions while helping reduce energy, maintenance and manpower costs.Why LED?Why Crouse-Hinds?Useful lifeRated life is up to 60,000 hours of maintenance-free and safe operationEnergy efficiencyLED average energy consumption is significantly less than traditional fluorescent and HID fixtures Start/restart timeInstant illumination versus 10 minute restrike time for HID Light qualityHigher color rendering compared to fluorescent and HIDEnvironmental benefits Mercury-free LED eliminates disposal costs and lower energy consumption for a smaller carbon footprint Rugged designBuilt to withstand extreme temperatures, vibration, water and dustHigh efficacyUp to 127 lumens per watt (model dependent) Thermal management Effective heat sinking ensures longer lifeQuality of lightCustom optics designed to maximize light distribution and intensityVersatile mountingLED fixtures are compatible with Crouse-Hinds series HID installed base2EATON'S CROUSE-HINDS SERIESVMVL -7 vs. 175 watt HIDAssumptions: Calculations based on overall life of the LED system. Energy cost of $.09 per kilowatt; 24 hour per day operation; labor rate of $75 each for 2 workers; average time for fixture maintenance of 1 hour.TOTAL COST OF OWNERSHIP75%ENERGY EFFICIENCY77%MAINTENANCE REDUCTION100%Why choose Champ VMVL?Safe, reliable and efficient. VMVL LED luminaires are engineered to deliver high lumen output and maintenance-free long life in the toughest conditions.Simple installation and replacement:• Contractor-friendly design is ideal for both retrofit and new construction•Easy to retrofit using existing HID Champ mounting module •Available with lever lockconnectors and standard three-pole terminal blockBuilt to last:• Type 4X and IP66 rated•Impact-resistant lens sealed from the outside environment provides ingress protection against water and dust•Die cast aluminum LED housing provides efficient thermal path to heat sink assembly•Vertical fin design facilitates air flow and dust sheddingCustom optics:• Type I, III and V optics designed tomaximize light distribution and intensity** Type V optics standard.Increased efficiency:• Up to 127 lumens per watt (7L model)For more information go to:Design featuresShown with optional diffused lensShown with optional uplight refractor lens and guardMultiple lens options:• Clear glass lens standard•Uplight refractor lens provides ~5% uplight and ~16% sidelight for better visibility •Optional lenses include diffused glass, clear polycarbonate or uplight refractor3EATON'S CROUSE-HINDS SERIESTYPE ILong and rectangular for hallways, walkways, loading docks, catwalks.Ideal for:• Mining conveyor belts • Aisleways and hallways • Catwalks and walkways • Ramps and loading docks • Tunnels with overhead mountsTYPE IIIStanchion and wall mount light distribution, minimizing spillover on the wall.Ideal for:• Narrow crosswalks orpassages with wall mounted fixtures • Tunnels with wall mount • Wall or stanchion mountrequiring 180° forward throw beam patternsTYPE VRegular circular distribution pattern for high/low bay indoor and outdoor ceiling or pendant mount lighting.Ideal for:• Pendant, ceiling or stanchion mount overhead building mounts • Processing mills, industrial plants, large buildings, warehouses, etc.Type III optics minimize light spillover onto the walls and direct light to the ground.Custom opticsThree optical options to maximize light distribution and intensity4EATON'S CROUSE-HINDS SERIESLuminaire Calc. type Units Avg.Max.Min.Avg./min.Max./min.Champ VMVL Illuminance Fc 26.9136.917.4 1.55 2.12175W MHIlluminanceFc14.3218.07.91.812.28Champ VMVL w/ T ype I opticsChamp VMVL has broader coverage area, higher delivered footcandles and uniformity for a typical catwalk or conveyor application.Case study: T ype I opticsCatwalk/conveyor lightingUtilizing Eaton’s Crouse-Hinds lighting layout services, Champ VMVL luminaires with Type I optics and HID luminaires are shown installed on a catwalk to compare photometrics.ComparisonChamp T ype I LEDs have a wider linear pattern than equivalent HID luminaires and provide more efficient light dispersion, which fully illuminates the catwalk.ResultsChamp VMVL LED with T ype I optics provides superiorillumination along the conveyor and walkway safely. With no gaps in illumination, the optical pattern allows for increased spacing of fixtures and a safer conveyor system.Savings realized•Champ T ype I pattern allows for greater fixture spacing along the catwalk or conveyor system•Increased visibility with no dark spots results in safer conditions for workers •Up to 77% energy savings over the life of the fixture5EATON'S CROUSE-HINDS SERIESLED system:• High intensity discrete power emitters•Standard: cool white (5000K, 70 CRI); optional: warm white, (3000K, 80 CRI) or neutral white (4000K, 70 CRI)•Custom Type I, III and V optics available Colored LED options:• Available in green or amber*•Reduction in light polution for night space observation and sky glow due to isolating blue wavelength in red and amber colors • Wildlife-friendly•Improves visibility for telescopes in observatories during night sky space exploration*Custom optics not available with colored LEDs.•Easy installation - compact modular fixture attaches onto existing Champ mounting module•Energy-efficient technology - up to 77% energy savings over HID fixtures• Contains no mercury or other hazardous substances•Shock- and vibration-resistant solid-state luminaires have nofilaments or glass components that could break - greatly reduces the risk of premature failure • Operating ambient: -40°C to 65°C• Up to 60,000 hours lifetime at 55°C •5 year fixture warranty††Refer to page 2 of the authorized distributor price book for Crouse-Hinds standard Terms and Conditions.6EATON'S CROUSE-HINDS SERIESAdvanced scheduling control allows for improving energy efficiency during non-operational hours. Easy software control lets a user set up schedules for lights to be on and off at pre-defined times,removing the challenges of manual management.Daylight harvesting allows for use of the daylight and adjusts the light level of luminaire to maintain the desired light levels. It is best suited for outdoor environments or indoor areas where daylight is present during operational hours of a facility.Fixture grouping is an added benefit thatmaximizes control in a defined area. By grouping light fixtures, same control settings can be applied to them to increase efficiency and response time.Occupancy sensing is best used in areas that see infrequent traffic, such as storage areas ofwarehouses. Innovative occupancy sensor controls can automatically illuminate the area once presence is sensed in an area and also turn it back off when sensors stop sensing the presence.Advanced dimming controls help reduce the energy consumptions by setting dimming levels. Dimming controls could be used in conjunction with other control features, such as scheduling and occupancy sensing, to improve energy savings.Connected lighting highlights:/LEDconnectedFor more information go to:Connected lightingRemote monitoring and control for use in hazardous and hard-to-access areas.Standard materials:• Lamp housing and adapter - die cast aluminum with Corro-free™ epoxy powder coat• Lens - heat- and impact-resistant glass • Gaskets - silicone• External hardware - stainless steel •Factory-sealed, no external seals required7EATON'S CROUSE-HINDS SERIESCertifications and compliances:NEC, CEC & IEC• Class I, Division 2, Groups A, B, C, D• Class II, Groups E, F , G • Class III• Class I, Zone 2 AEx ec mb IICT*GC • Zone 21 tb IIIC • Simultaneous Presence •Wet Locations, Type 4X, IP66UL standards• UL 844 Hazardous (Classified)•UL1598 Luminaires, UL1598A MarineCSA standard• CSA C22.2 No. 137IEC/ATEX standards*• IEC 60079-0:2011, 6th Edition / EN 60079-0:2012• IEC 60079-7:2010, 5.1 Edition / EN 60079-7:2015• IEC 60079-31:2008, 2nd Edition / EN 60079-31:2014• IEC 60529:2001 / EN 60529:2001• IEC 60598-1:2008 / EN 60598-1:2008• IEC 60598-2:2008 / EN 60598-2:2008•IEC 60079-18:2017, 4.1 Edition / EN 60079-18:2015 + A1:2017Luminaire markings • IECEx UL 13.0052X• DEMKO 13 ATEX 1305741X • DEMKO 13 ATEX 1475031X100-277 VAC/127-250 VDC (UNV1 luminaire only)• II 3 G EX ec mb IIC T5 Gc -40°C to +40°C• II 3 G EX ec mb IIC T5 Gc -40°C to +55°C • II 3 G EX ec mb IIC T4 Gc -40°C to +65°C • II 2 D Ex tb IIIC T72°C Db -40°C to +40°C • II 2 D Ex tb IIIC T87°C Db -40°C to +55°C •II 2 D Ex tb IIIC T92°C Db -40°C to +65°CUplight refractor lens now available*IEC/ATEX certifications applicable for voltage ranges: 100-277VAC, 127-250 VDC.Maximize light dispersion+90°-90°0°~5% uplight~5%uplight ~16% sidelight~16% sidelight/ChampLEDFor more information go to:Weights:VMVL -9 to VMVL -13The new uplight refractor lens is perfect for low bay ceilings,suspended pendant mounts, areas with elevated infrastructure or areas which require dispersed side and uplight illumination.range, VDC127-250VT emperature codes, UNV1 driver:Temperature codes, UNV34 driver:Input power Input amps at 100-277 VMVL-13-S892Input power Input amps at 347-480 VMVL-13-S892Electrical ratings:*IEC voltage: 100-240 VAC @ 50/60 Hz. **For VMVL -3: PF>0.9 from 100-255 VAC.EMC / CE compliance:If the dimming interface of the LED driver is connected to an external dimmer which is not provided with the luminaire, a ferrite core must be used on the input and dimming lines. Approved ferrite cores are: Fair-Rite P/N 0431167281.* T -Code is T4A for VMVL -11-S892 with R1, R3 Optics* T -Code is T4A for VMVL -11 with R1, R3 Optics8EATON'S CROUSE-HINDS SERIESOrdering informationAccessories (ordered separately)VMVL -AL -GL -UNV1-DRIVER-KITD2S208 277208-277V*Available with ceiling mounted modules only.Part number example: VMVL -3-N-2A-R1-G-UNV1-S831-S891Champ VMVL, 3,000 lumens, 4000K neutral white, ¾" pendant mount, Type I optics, wire guard, 100-277 VAC driver, safety cable, diffused glass lens9EATON'S CROUSE-HINDS SERIESOptics optionsR1, R3 and BLANKType I, III and V optics with all mounts minus ceilingR1A and R3A1Type I and Type III ceiling mount onlyR1B and R3B1Type I and Type III ceiling mount onlyR3APType III wall mountR3A2Type III ceiling mount onlyR3B2Type III ceiling mount only10EATON'S CROUSE-HINDS SERIESCalculation summaryLabel Calc. type Avg.Max.Min.VMV LED grid Illuminance 0.628.00.00.250.50 1.0 5.02.5T ype I optical patternCalculation summaryLabel Calc. type Avg.Max.Min.VMV LED grid Illuminance 0.617.50.0T ype III optical patternHigher average footcandles, uniformity and distribution coverage with less than half the lumens and energy consumption compared to 175W metal halide Actual lumens †Tolerance +/- 10%.Photometric comparison at 15 ft. mounting height0.250.50 1.0 5.02.511EATON'S CROUSE-HINDS SERIESDimensionsCeiling DimensionsPendant APM2 APM3 HPM2ConeBPM2BPM3CeilingCM2CM3VMVL-*WallTWM2TWM3StanchionJ M5 PM5WallCone pendantT runnionMounting module series13EATON'S CROUSE-HINDS SERIESNotesFollow us on social media to get the latest product and support information.Eaton is a registered trademark. All other trademarks are property of their respective owners.Eaton 1000 Eaton Boulevard Cleveland, OH 44122United States © 2023 Eaton All Rights Reserved Printed in USA Publication No. 5488-0623September 2023Australia 61-2-8787-2777 FAX: 61-2-9609-2342CEASales@ IEC Electrical (CEAG products)49 (0) 6271 806-500 FAX: 49 (0) 6271 806-476*****************Haz Area Communications (MEDC, Hernis, Oxalis, FHF Sonix)44 (0) 1623 444400 FAX: 44 (0) 1623 444531*******************Process instrumentation (MTL products)44 (0) 1582 723633 FAX: 44 (0) 1582 422283********************Airport Lighting866-764-5454 ***************************China 86-21-2899-3600 FAX: 86-21-2899-4055cchsales@ Eaton Middle East 9714-8066100 FAX: 9714-8894813CHBL *************Mexico/Latin America/Caribbean 52-555-804-4000 FAX: 52-555-804-4020*************************Canada Toll Free: 800-265-0502 FAX: (800) 263-9504 FAX Orders only: (866) 653-0645U.S. (global headquarters): Eaton’s Crouse-Hinds business 1201 Wolf Street Syracuse, NY 13208(866) 764-5454 FAX: (315) 477-5179 FAX Orders Only: (866) 653-0640***************************Eaton’s B-Line business 509 West Monroe Street Highland, IL 62249800-851-7415 FAX: 618-654-1917 /b-lineseries。

VaultTech

VaultTech

Arc Flash Safety Solutions for Secondary NetworksVaultT ech™ VisoBlock Low Profile Disconnect Switch2 EATON CORPORATION VaultTech™ VisoBlockOur commitment to help companiesprotect what they value mostVisoBlocks installed on network protector ,notice the visible break windows aligned for positive verifications across all 3 phases!The grid serves a dense load area and is nominally applied at a 216Y/125 Volt level. Normally, a Spot application serves a single load and is nominally served at a 480Y/277 voltage level. Although care must be given at any voltage level, at 480Y/277, the arc is no longer self clearing and requires extreme care when working around associated equipment. In addition, the majority of 480Y/277 applications reside in underground vault space, this fact combined with the large amount of fault current availably make working in these environments challenging. The Secondary Bus of aNetwork System is ALWAYS energized, so unless your customer is completely out of power, the hazards are real.Eaton is the leader in Network Solutions and has over a 90 year track record in secondary network systems. Our experience has lead us to develop innovative solutions to solve the arc flash concerns.Eaton understands that arc flash safety is tremendouslyimportant to businesses striving to protect their most valuable assets--their people. That's why we've made a $500,000 contribution to the Institute of Electrical and Electronic Engineers (IEEE) and the National Fire ProtectionAssociation (NFPA) Arc Flash Phenomena CollaborativeResearch Project. As a platinum level sponsor of this important initiative, we will support efforts to improve electrical safety standards, predict the hazards associated with arcing faults and accompanying arc blasts, and provide safeguards for employees.Did you know?•That the secondary’s of networks are tied together and fed by multiple primary feeders •That although accidents are rare in networks,that a mistake in networks, especially at the 480V level, often can lead to a catastrophic event • T hat the fault currentlevel could approach 200kA and beyond• T hat the majority ofaccidents associated with Network Protectors involve the miss-handling of energized components such as links and fusesDid you know?•That live front protectors require the handling ofenergized components such as fuses or links just to perform maintenance or to provide isolation•That the method today of handling live links and fuses is “up close and personal” typically within an 8”-12” inch user exposure window •That the calorie and energy exposure can be much greater than commercially available PPE•Eaton produces a comprehensive set ofsolutions for networks that meet or exceed the standards from NFPA 70E-2009 "Standard for Electrical Safety in the workplace"VisoBlock ,One size fits any Network Protector up to 3500 amps!EATON CORPORATION VaultTech™ VisoBlock3Kirk-Key ®interlock installed on type CM-52 Network ProtectorKirk-Key®shown on type CM-22 Network ProtectorThe VisoBlock was designed with total isolation and safety in mind. You are never exposed at any time to live components and never have to use tools to disconnect a live link.The conductors are completely isolated and self contained within the confines of aspecial thermoset resin mold. Additionally, you will never have to worry about inadvertent connection when a user is upstream because the connec-tion rod is completely remov-able, the rods can be stored away and padlocked until the feeder is scheduled to be put back into service.The design is non-load break, which means the NetworkProtector must be in the OPEN state before the connection rod is withdrawn. The conversion kit comes with a kirk ® key interlock kit that can be quickly placed on the associatedNetwork Protector, regardless of type or vintage. This goes above and beyond depending on just a warning label but insures the correct procedure isfollowed by forcing the user to place the handle of the Network Protector in the OPEN position.Only after this action, can the user gain access to the keys to unlock the disconnect rods for withdrawal.Additionally, each VisoBlock has provisions for a utility padlock.Our mission…T o eliminate the need to handle energized links or components that could lead to arc flash hazards in secondary networks.Our solution…An innovative low profile disconnect called the VisoBlock that can be applied to any make or vintage Network Protector.Superior protection to mitigate risksHandles must be in OPEN beforeVisoBlock access key can be removed.…4 EATON CORPORATION VaultTech™ VisoBlockDesign highlights•Disconnect does not require the handling of energized components for isolation • Completely self contained with no exposure to live parts • No tools or hook sticks required • One model for amp ratings up to 3500A •Visible break window for isolation orconnection verification • Submersible IP68 Rating •Adapters available to fit any Protector regardless of vintage or type•Insulation boots for total isolation protection• Kirk Key ® Interlocked to insure that the Protector is in the OPEN position before disconnected is removed• Padlock provisions• Can be separately mounted using Vault Wall Bracket • Low Height Profile •Heavy Duty O-Ring handle sealing versus a large flat gasketWhat is included in a VisoBlock Disconnect Package?(See Catalog Number Generation Cross-Reference for ordering instruction on last page}(3) V isoBlock LowProfile Disconnects (3) S afety End Capsto cover rod removal (3) A dapters for NetworkProtector mounting (3) M olded insulatedboots to cover adapter (3) Disconnect Rod Nameplates (1) K irk-key interlockpackage for ProtectorDesign featuresA N etwork Side AlwaysEnergized Rear Connection (Spade or Stud) can be bolted in place.B N etwork Protector Connection Pad(Adapters are used to fit any Network Protector)C H igh Thermal Helical Connection Contacts @ 100+% IACS D Visual Break Window E Copper Connection Rod F H eavy Duty O-Ring Handle Seal G Fully Insulated Pull HandleACDEFGBVisoBlock Designin “Dis-connected” positionVisoBlock Design in “Connected” positionEATON CORPORATION VaultTech™ VisoBlock5Fixed Spade Adapter and top SpadeFixed Stud Adapter and top Stud Small universal top adapter to fit removable terminator type Network ProtectorsAdapter for fixed Spade Terminals Adapter for fixed Stud TerminalsLarge universal top adapter to fit removable terminator typeNetwork Protectors Mounted with fixed Stud Adapter and custom molded Insulated BootShown with non-load break remote operator, eliminates need for manual operationThe VisoBlock is designed to work with any Network Protector regardless of Vintage or Model.Adaptability6 EATON CORPORATION VaultTech™ VisoBlockOptional VisoBlock AccessoriesThese adapters fit into place after the rods are removed and has an outlet to accept a Network Protector test kit cable with special male adapters (provided with kit) for total isolation and risk mitigation.This design will work with any Network Protector Test Set.This Vault Rod Storage Cabinet is made to quickly store multiple rods in vault environment; the cabinets are shallow, padlock able and made from non-corrosive SSTSubmersible End Caps for Extended isolation in harsh environmentsNever have to touch a live bus again in order to Test your Protectors!VisoBlocks can be separately mounted! A wall provision fixed plate can be mounted to the (4) threaded inserts on the back of the VisoBlock.Remote VisoBlockAccessoriesEATON CORPORATION VaultTech™ VisoBlock 7VisoBlocks are available with a remote operating mechanism. The design allows operators to OPEN or CLOSE the secondary disconnect remotely through a pendant or SCADA control. The system comes with a separate power supply/status module that can be easily mounted externally to the network protector. Indicating lights are provided for status indication.Conversion kits are available for systems that already have standard VisoBlocks installed.• Heartbeat indicates operating mechanism is energized• Trouble indicates operating mechanism did not complete command • Closed indicates close status position• In Motion indicates operating mechanism is performing command • Open indicates open status positionThe power supply also provides indication of the three-phase set.DescriptionCommentsCodeRemovable Stud /Spade Terminal CM-22 , CM-52, CMD RT Fixed Stud CM-22 or GE FD Fixed Spade CM-22 or GE FS Separately Mounted VersionN/ASPStep 1: Existing Network Side Terminator Type (Determines Adapter)Step 1Step 2Step 3Step 4DescriptionCommentsCode800A-2000A SM 2250A-3500ALGStep 2: Amperes (Determines Adapter Size)DescriptionCommentsCodeCM-2222CMD MD CM-5252GEN/A N/A Separately Mounted VersionN/AN/AStep 3: Kirk Key Unit TypeDescriptionCommentsCodeTest Kit Adapter Rod Kit T Vault WallHandle Storage Unit S Submersible End Caps C Remote VisoBlock Operator and Power Supply*RRemote VisoBlock Conversion Kit*RCStep 4: OptionsExample AI have an older 3000A CM-22 Protector that the external stud network termination is one piece•Style Number VB-FD-LG-22-TExample BI have a 1875A CM-22 built in 1990 that has a removal top spade on the secondary bushing•Style Number VB-RT-SM-22Example CI have a 2500A CMD protector and I wanted the test kitadaptors, submersible end caps and the vault rod storage unit•Style NumberVB-RT-LG-MD-TSCExample DI have a 1875A CM-52 protector that has a spade terminal and I want to have remote operation functionality•Style Number VB-RT-SM-52-RExample EI already have VisoBlockinstalled on my protector and want to add remote operation functionality•Style Number VB-XX-XX-XX-RCPICK Codes from T ables Below VB ______–_______–_______–______How to Order- VisoBlock Secondary Disconnect Kit*Test kit adapter rods, handle storage kit, or submersible end caps not available with Remote visoBlock.Eaton Corporation 1000 Eaton Boulevard Cleveland, OH 44122United States © 2015 Eaton Corporation All Rights Reserved Printed in USAForm No. BR024002EN August 2015Eaton and VaultTech VisoBlock are valuable trademarks of Eaton in the U.S. and othercountries. Y ou are not permitted to use the Eaton Trademarks without the prior written consent of Eaton.All other trademarks are property of their respective owners.。

Unit 2 Reading 文章解析课件-高中英语牛津译林版(2020)选择性必修第三册

Unit 2 Reading 文章解析课件-高中英语牛津译林版(2020)选择性必修第三册
在太空生活是每个想成为宇航员的人的梦想。我在空间站的六个月 已经结束了,这是一次充满挑战但又充满魔力的冒险。我打赌你一 定很想知道太空中的日常生活是什么样的,以及它与地球上的生活 有什么不同——低重力绝对会让普通的东西变得奇怪!
The strangeness of living in space is apparent from the moment we sleep. Due to the near absence of gravity in space, we have to attach ourselves so that we don't float around. We usually sleep in private quarters, which are more like large upboards, or in sleeping bags attached to the walls or the ceiling.
18. radiation /ˌreɪdiˈeɪʃn/ n. 辐射,放射线19. visible /ˈvɪzəbl/ adj. 看得见的;明显的20. in view of 鉴于,考虑到21. luxury /ˈlʌkʃəri/ n.不常有的乐趣(或享受);奢饰品22. tube /tjuːb/ n. 管,管子;软管23. furthermore /ˌfɜːðəˈmɔː(r)/ adv. 此外, 再者24 pill /pɪl/ n. 药丸,药片
首先,我们穿上宇航服,它们能让我们在太空中呼吸,保 护我们免受寒冷和辐射的伤害。然后我们就出发了,有时 候执行任务要连续好几个小时,向下可以看到美丽的地球 了。
Splendid as the view of the Earth is spacewalking is not as exciting as you might think.It's probably the most dangerous work, with potential risks such as electrie shocks. That's why every spacewalk is carefully planned.

MIMO报告(一)--MIMO相关推导及应用简介

MIMO报告(一)--MIMO相关推导及应用简介
x1 x1,x2 * ,x2 x2,x1 *
这种空时编码的关键思想在于两个天线发送的信号 向量相互正交 ,编码矩阵具有如下性质 :
2012/4/27
16
2.1 两天线空时块码
X X H x12x22 0
x12 0x22 x12x22I2
nT
2
hij nT,
j1
i1,2, ,nR
2012/4/27
5
1.1 MIMO系统信号模型
上式对于固定衰落系数或随机衰落均成立,若信 道衰落是随机变化的,则上式左端需要取数学期望。
接收机的噪声向量可以表示为nR×1维列向量n。 该向量的分量都是0均值独立同分布高斯随机变量,实 部与虚部相互独立,且具有相同的方差。则接收噪声 向量的协方差矩阵表示为:
r2
h1nT
h h nR2 nR1
xnT
hnRnT
rnR
SpaceTime Decoder
MIMO系统原理
2012/4/27
4
1.1 MIMO系统信号模型
一般的,接收机未知信道响应,因此可以假设每个天线
的发射功率相同为P/nT。则发射信号的协方差矩阵可以表示
为:
P
R xx nT I nT
发送信其号中带,I宽n T 表足示够窄nT , n则R 维系单统位信矩道阵响。应为为了平简坦化衰表落示。,假设
将 nT 2 代入上式可得 :
P
im 11nTiP2ImnTP 2Q
因此MIMO信道容量公式也可以表示为: CWlog2 ImnTP 2HHH
下面介绍另一种MIMO信道容量的推导方法。一般的, MIMO信道容量可以表述为如下通用表达式:
CWlog2

中国科学英文版模板

中国科学英文版模板

中国科学英文版模板1.Identification of Wiener systems with nonlinearity being piece wise-linear function HUANG YiQing,CHEN HanFu,FANG HaiTao2.A novel algorithm for explicit optimal multi-degree reduction of triangular surfaces HU QianQian,WANG GuoJin3.New approach to the automatic segmentation of coronary arte ry in X-ray angiograms ZHOU ShouJun,YANG Jun,CHEN WuFan,WANG YongTian4.Novel Ω-protocols for NP DENG Yi,LIN DongDai5.Non-coherent space-time code based on full diversity space-ti me block coding GUO YongLiang,ZHU ShiHua6.Recursive algorithm and accurate computation of dyadic Green 's functions for stratified uniaxial anisotropic media WEI BaoJun,ZH ANG GengJi,LIU QingHuo7.A blind separation method of overlapped multi-components b ased on time varying AR model CAI QuanWei,WEI Ping,XIAO Xian Ci8.Joint multiple parameters estimation for coherent chirp signals using vector sensor array WEN Zhong,LI LiPing,CHEN TianQi,ZH ANG XiXiang9.Vision implants: An electrical device will bring light to the blind NIU JinHai,LIU YiFei,REN QiuShi,ZHOU Yang,ZHOU Ye,NIU S huaibining search space partition and search Space partition and ab straction for LTL model checking PU Fei,ZHANG WenHui2.Dynamic replication of Web contents Amjad Mahmood3.On global controllability of affine nonlinear systems with a tria ngular-like structure SUN YiMin,MEI ShengWei,LU Qiang4.A fuzzy model of predicting RNA secondary structure SONG D anDan,DENG ZhiDong5.Randomization of classical inference patterns and its applicatio n WANG GuoJun,HUI XiaoJing6.Pulse shaping method to compensate for antenna distortion in ultra-wideband communications WU XuanLi,SHA XueJun,ZHANG NaiTong7.Study on modulation techniques free of orthogonality restricti on CAO QiSheng,LIANG DeQun8.Joint-state differential detection algorithm and its application in UWB wireless communication systems ZHANG Peng,BI GuangGuo,CAO XiuYing9.Accurate and robust estimation of phase error and its uncertai nty of 50 GHz bandwidth sampling circuit ZHANG Zhe,LIN MaoLiu,XU QingHua,TAN JiuBin10.Solving SAT problem by heuristic polarity decision-making al gorithm JING MingE,ZHOU Dian,TANG PuShan,ZHOU XiaoFang,ZHANG Hua1.A novel formal approach to program slicing ZHANG YingZhou2.On Hamiltonian realization of time-varying nonlinear systems WANG YuZhen,Ge S. S.,CHENG DaiZhan3.Primary exploration of nonlinear information fusion control the ory WANG ZhiSheng,WANG DaoBo,ZHEN ZiYang4.Center-configur ation selection technique for the reconfigurable modular robot LIU J inGuo,WANG YueChao,LI Bin,MA ShuGen,TAN DaLong5.Stabilization of switched linear systems with bounded disturba nces and unobservable switchings LIU Feng6.Solution to the Generalized Champagne Problem on simultane ous stabilization of linear systems GUAN Qiang,WANG Long,XIA B iCan,YANG Lu,YU WenSheng,ZENG ZhenBing7.Supporting service differentiation with enhancements of the IE EE 802.11 MAC protocol: Models and analysis LI Bo,LI JianDong,R oberto Battiti8.Differential space-time block-diagonal codes LUO ZhenDong,L IU YuanAn,GAO JinChun9.Cross-layer optimization in ultra wideband networks WU Qi,BI JingPing,GUO ZiHua,XIONG YongQiang,ZHANG Qian,LI ZhongC heng10.Searching-and-averaging method of underdetermined blind s peech signal separation in time domain XIAO Ming,XIE ShengLi,F U YuLi11.New theoretical framework for OFDM/CDMA systems with pe ak-limited nonlinearities WANG Jian,ZHANG Lin,SHAN XiuMing,R EN Yong1.Fractional Fourier domain analysis of decimation and interpolat ion MENG XiangYi,TAO Ran,WANG Yue2.A reduced state SISO iterative decoding algorithm for serially concatenated continuous phase modulation SUN JinHua,LI JianDong,JIN LiJun3.On the linear span of the p-ary cascaded GMW sequences TA NG XiaoHu4.De-interlacing technique based on total variation with spatial-t emporal smoothness constraint YIN XueMin,YUAN JianHua,LU Xia oPeng,ZOU MouYan5.Constrained total least squares algorithm for passive location based on bearing-only measurements WANG Ding,ZHANG Li,WU Ying6.Phase noise analysis of oscillators with Sylvester representation for periodic time-varying modulus matrix by regular perturbations FAN JianXing,YANG HuaZhong,WANG Hui,YAN XiaoLang,HOU ChaoHuan7.New optimal algorithm of data association for multi-passive-se nsor location system ZHOU Li,HE You,ZHANG WeiHua8.Application research on the chaos synchronization self-mainten ance characteristic to secret communication WU DanHui,ZHAO Che nFei,ZHANG YuJie9.The changes on synchronizing ability of coupled networks fro m ring networks to chain networks HAN XiuPing,LU JunAn10.A new approach to consensus problems in discrete-time mult iagent systems with time-delays WANG Long,XIAO Feng11.Unified stabilizing controller synthesis approach for discrete-ti me intelligent systems with time delays by dynamic output feedbac k LIU MeiQin1.Survey of information security SHEN ChangXiang,ZHANG Hua ngGuo,FENG DengGuo,CAO ZhenFu,HUANG JiWu2.Analysis of affinely equivalent Boolean functions MENG QingSh u,ZHANG HuanGuo,YANG Min,WANG ZhangYi3.Boolean functions of an odd number of variables with maximu m algebraic immunity LI Na,QI WenFeng4.Pirate decoder for the broadcast encryption schemes from Cry pto 2005 WENG Jian,LIU ShengLi,CHEN KeFei5.Symmetric-key cryptosystem with DNA technology LU 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based on Bayes trust model WANG Wei,ZENG GuoSun16.Log-scaling magnitude modulated watermarking scheme LING HeFei,YUAN WuGang,ZOU FuHao,LU ZhengDing17.A digital authentication watermarking scheme for JPEG image s with superior localization and security YU Miao,HE HongJie,ZHA NG JiaShu18.Blind reconnaissance of the pseudo-random sequence in DS/ SS signal with negative SNR HUANG XianGao,HUANG Wei,WANG Chao,L(U) ZeJun,HU YanHua1.Analysis of security protocols based on challenge-response LU O JunZhou,YANG Ming2.Notes on automata theory based on quantum logic QIU Dao Wen3.Optimality analysis of one-step OOSM filtering algorithms in t arget tracking ZHOU WenHui,LI Lin,CHEN GuoHai,YU AnXi4.A general approach to attribute reduction in rough set theory ZHANG WenXiuiu,QIU GuoFang,WU WeiZhi5.Multiscale stochastic hierarchical image segmentation by spectr al clustering LI XiaoBin,TIAN Zheng6.Energy-based adaptive orthogonal FRIT and its application in i mage denoising LIU YunXia,PENG YuHua,QU HuaiJing,YiN Yong7.Remote sensing image fusion based on Bayesian linear estimat ion GE ZhiRong,WANG Bin,ZHANG LiMing8.Fiber soliton-form 3R regenerator and its performance analysis ZHU Bo,YANG XiangLin9.Study on relationships of electromagnetic band structures and left/right handed structures GAO Chu,CHEN ZhiNing,WANG YunY i,YANG Ning10.Study on joint Bayesian model selection and parameter estim ation method of GTD model SHI ZhiGuang,ZHOU JianXiong,ZHAO HongZhong,FU Qiang。

lammps输入文件命令中文详解甄选范文

lammps输入文件命令中文详解甄选范文

lammps输入文件命令中文详解作者: 御剑江湖收录日期: 2011-03-31 发布日期: 2011-03-24Commands描述了lammps输入文件的格式和在定义lammps模拟所需要的命令.1.1 LAMMPS input script我们用lammps做分子动力学模拟, 需要一个输入文件. lammps在执行计算的时候, 从这个文本文件中逐行读入命令. 大多数情况, lammps输入文件中各个命令的顺序并不是很重要. 但是你要注意以下几点:(1) lammps并不是将你的输入文件全部读入之后才开始进行计算的, 或者说, 每条命令在它被读入之后就会起作用了. 注意, 下面两组命令的执行效果是不相同的.timestep 0.5run 100run 100和run 100timestep 0.5run 100(2) 有些命令只有在另一些命令已经被定义的情况下才有效. 例如如果你要设定一组原子的温度, 那么用group命令定义哪些原子属于这个组才行.(3) 还有一种情况就是: 命令B要用到命A设置的一些数值, 这样你也不能颠倒这两个命令的顺序.每个命令的详细介绍中的Restrictions部分会说明要使用该命令定义的时候哪些命令必须要被预先定义.如果你的输入文件书写的格式有问题, lammps在执行的时候会提示ERROR或者WARNING , 出现类似信息时, 你可以到手册的第九章中查询原因.1.2 Parsing rules输入文件中的每一非空行都被认为是一条命令. lammps中命令的书写是对大小写敏感的, 不过一般的命令和参数都是小写的, 大写字母用于极少数的情况.(1) 命令行后的& 表示这一行跟下一行是同一条命令. 这一点跟FORTRAN很像.(2) 命令行最开始的# 表示这一行在执行过程中被忽略, 你可以用它来写注释.(3) $ 是跟声明变量有关系的, 我暂时还没用到过, 具体请参阅variable命令的详细介绍.(4) 命令行被tabs, spaces间隔成各个“words”, 注意这里的“words”可以包含字母、数字、下划线、或标点符号.(5) 一行中第一个词是命令名, 后续的词是相关的参数.(6) 双引号内的文字空格被整体地当作一个参数, 其中的# 或$ 就没有前面说的作用了.1.3 Input script structurelammps的输入文件一般分为4个部分Initialization, Atom definition, Settings, Run a simulation后面的两个部分可以按照需要多次重复. Remember that almost all the commands need only be used if a non-default value is desired.(1) Initialization在你的模拟体系定义之前, 一些参数必须要被设置. 相关的命令有:units, dimension, newton,processors, boundary, atom_style, atom_modify.units: 选择单位系统, lammps提供了lj、real、metal三种单位系统dimension: 2d模拟还是3d模拟, 默认是3dboundary: 边界条件:周期性边界or自由边界atom_style: 定义你的模拟体系中的原子属性, 注意这个style要区分后面设置力场参数时命令里提到的atom type还有, 这些命令告诉lammps在你的模拟中使用何种力场: pair_style, bond_style, angle_style, dihedral_style, improper_style.(2) Atom definitionlammps提供3种方式定义原子:① 通过read_data或read_restart命令从data或restart文件读入, 这些文件可以包含分子拓扑结构信息.② 按照晶格的方式创建原子(不包含分子拓扑信息), 你会用到这几个命令: lattice, region, create_box, create_atoms.③ 已经设置好的原子可以用replicate命令复制以生成一个更大规模的模拟体系.(3)Settings原子和分子的拓扑信息定义好后, 你要制定一系列的设置: 力场系数、模拟参数、输出选项等等.力场系数可以通过这些命令定义: pair_coeff, bond_coeff, angle_coeff, dihedral_coeff, improper_coeff, kspace_style, dielectric, special_bonds. 注意, 其实力场系数也可以在data文件中制定, 详见read_data命令介绍.各种模拟参数由这些命令设置: neighbor, neigh_modify, group, timestep, reset_timestep, run_style, min_style, min_modify.我觉得fix命令是lammps中很重要的一个命令, 它包括很多子命令, 可以施加一系列的边界条件、时间积分、诊断选项等等.模拟过程中通过下面的命令制定lammps进行各种计算: compute, compute_modify, variable.输出选项由thermo, dump, restart命令设置.(4)Run a simulation使用run命令开始一个分子动力学模拟, 用minimize命令来实施能量最小化(molecular statics), 使用temper命令来进行parallel tempering(replica-exchange) simulation.1.4 Commands listed by category这一节分门别类地列出了lammps的所有命令. 注意有些命令的有些选项是特定的lammps package 的一部分, 也就是说只有在编译lammps的时候包括了这些packages, 这些命令才能被使用. 默认情况下编译lammps并不包括所有的packages. 这些依赖关系在相关命令的详细介绍中Restrictions部分中列出了.Initialization: atom_modify, atom_style, boundary, dimension, newton, processors, unitsAtom definition: create_atoms, create_box, lattice, read_data, read_restart, region, replicateForce fields: angle_coeff, angle_style, bond_coeff, bond_style, dielectric, dihedral_coeff, dihedral_style, improper_coeff, improper_style, kspace_modify, kspace_style, pair_coeff, pair_modify, pair_style, pair_write, special_bondsSettings: communicate, dipole, group, mass, min_modify, min_style, neigh_modify, neighbor, reset_timestep, run_style, set, shape, timestep, velocityFixes: fix, fix_modify, unfixComputes: compute, compute_modify, uncomputeOutput: dump, dump_modify, restart, thermo, thermo_modify, thermo_style, undump, write_restart Actions: delete_atoms, delete_bonds, displace_atoms, displace_box, minimize, run, temperMiscellaneous: clear, echo, if, include, jump, label, log, next, print, shell, variable作者:御剑江湖一、各种文件的介绍:1 in file:建立该文件以便程序的写入2 log file:写入状态信息(if the switch is used?)3 screen file 决定结果的是否进行屏幕输出4 var name file 定义一个变量,name指变量名,可为字母也可为字符串,形式$x / $ {abc}二、屏幕输出:结果显示在屏幕上,同时在log file 中。

土木工程常用必备英语词汇

土木工程常用必备英语词汇

表明indicate不均质性、异质性heterogeneity测量、调查survey测量员surveyors场地调查site investigation沉淀、下沉subside沉积物deposits沉降settlement成比例的proportionately承受withstand城镇化urbanization持支撑support 支触发点,扳机trigger传播速度propagation velocity传递荷载transfer load大坝dams大量使用make extensive use of代表性土样representative samples of soils弹性elasticity挡土墙retaining wall地基梁grade beam地理勘探geophysical exploration地面the ground surface地铁线subway line地图绘制mapping地下空间开发underground space utilization地下设施underground facility地下室basement地下水位线the groundwater level地下水污染groundwater pollution地震技术seismic techniques地质构成geologic formation冻融循环freezing-thawing cycle独立基础footing浮式基础floating foundations副产品by-products改善环境improving the environment干湿循环wetting-drying cycle钢筋steel钢筋混凝土reinforced concrete各种,所有方面all aspects of工程管理engineering management公共交通mass transit公共设施utility固结consolidation管道工程学pipeline engineering管线pipeline国家高速运输体系high-speed national transportation systems海岸工程、海洋工程offshore projects 海港harbor洪水灾害floods护堤、路堤embankments滑动剪切特性shearing characteristics 环境恶化environmental degradation 环境工程学environmental engineering 基础设施infrastructure基础体系foundation system基础托换、基础加固underpinning offoundation基础问题elementary problems基于based on计算机辅助设计computer-aided design剪切强度shearing strength建造、施工construction建筑工程学规划constructionengineering建筑规范building codes建筑物,构筑物structure交通工程专家transportationspecialists交通拥堵traffic congestion交通运输工程transportationengineering结构工程structural engineering结构工程专家structural specialists结构扰动structural disturbance结合、组合combination经济发展economic development精细的elaborate聚合物aggregate开挖excavate/excavation开展室内试验performing laboratorytest开展土力学实验perform soilexperiments颗粒尺寸grain size可靠的,可信懒的dependable困境dilemma扩展基础spread foundation理论的应用application of theory连续基础continuous footing联合基础combined footing灵活性、柔性flexible流速rate of flow流体静力学hydrostatic路基材料、地基材料subgrade materials毛细性capillarity密度density明显的进步considerable progress模板forms摩擦阻力frictional resistance内摩擦力internal friction泥浆slurries排水系统drainage system膨胀土expansive soil平板基础slab foundations平衡equilibrium评价、评估evaluate破坏,恶化degrade破坏、失效failure破裂rupture强度strength确保ensureplanning渗透性permeability渗透性permeability施工管理专家construction managementspecialists施工现场construction sites使排水、脱水dewater试验数据experimental data适应,容纳accommodate适用性suitability水利发电的、水电的hydroelectric水利工程学hydraulic engineering水泥;结合剂cement水气moisture素混凝土plain concrete塑性plasticity隧道tunnel土的参数、特性soil characteristic土力学soil mechanics土木工程civil engineering土木工程师civil engineer土压力理论theory of earth pressure为…细分..subdivided into卫生填埋sanitary landfills稳定(性),稳固;stability无效率的inefficient物理特性physical properties下部结构substructure箱型基础caisson消除污染eliminate pollution消遣,娱乐recreational悬臂基础cantilever footing压力pressure压缩性compressibility岩土工程学geotechnical engineering岩土工程专家geotechnical specialists研究生和本科生graduate andundergraduate students液限和塑限liquid and plastic limits易燃的、可燃的combustible有希望的,有前途的promising与….对抗versus预想,设想envision源于stems from远远,不仅仅far more than遭受(荷载、力等)subjected to粘聚力cohesion振动vibration止水帷幕cutoff wall住宅的、居住的residential专业、专长specialty砖brick桩帽,承台pile cap总体视野、全面思想comprehensive vision组成、成分composition钻孔borehole钻孔试验drilling test钻探方法drilling methodsground water地下水rock岩石sand砂子settlement沉降shale页岩clay粘土tunnel隧道sewer line下水道线路metro地铁seismic 地震boring钻孔,penetration test 贯入试验testpit试坑pressuremetertest 旁压仪试验plateloadtest平板载荷试验,cone penetration Test 圆锥贯入试验Standard penetration test标准贯入试验Weight sounding test重量探测试验geopbone地震检波器heave隆起,flow line流线equipotential line等势线settlement, 沉降failure surface破坏面fow net流网failure surface破坏面differential settlement差异沉降cracks 裂缝active earth pressure主动土压力retaining wall 挡土墙sheet pile板桩,anchor锚vertical component竖向分量anchored sheet pile walls锚碇板桩墙concrete element 混凝土构件steel strip钢条aluminium strip铝条strut支撑lateral earth pressure侧向土压力, sheet pile板桩,bottom heave底部隆起concrete pile混凝土桩steel pile 钢桩timber pile木桩point resistance桩端阻力skin resistance桩侧阻力ultimate resistance极限阻力settlement沉降soft clay软粘土void ratio孔隙比porosity 孔隙率water content 含水率unit weight 容重dry unit weight干容量unit weight f solid固体容重specific gravity 比重degree of saturation饱和度gas 气water水solid固体liquid limit液限low plasticity低液限medium plasticity高液限A-line A线clay 粘土silt粉土plasticity index塑性指数shrinkage limit收缩界限semi solid半固体plastic 塑性liquid液体coefficient of permeability渗透系数hydraulic gradient水力梯度flow流动gross area过水面积effective stress有效应力pore water pressure孔隙水压力total stress总应力stress应力 strain应变secant modulus割线模量ultimate stress极限应力stress-strain relationship应力-应变关系poisson’s ratio泊松比modulus of elasticity弹性模量shear stress剪应力shear modulus剪切模量shear deformation剪切变形coefficient of lateral earth pressureat rest侧向静止土压力系数compression modulus压缩模量shear strength抗剪强度failure surface 破坏面attraction内在压力cohesion内聚力shear strength抗剪强度normal stress法向应力shear stress剪应力failure surface破坏面normal stress法向应力friction angle 摩擦角cohesion内聚力Mohr’s stress circle摩尔圆gravel砾石sand砂土silt 粉土clay粘土relative density相对密度angularity棱角度gradation级配particle size粒径direct shear test直剪试验triaxial test 三轴试验unconfined compression test无侧限压缩实验Fall cone test落锥实验Vane test十字板试验表明indicate不均质性、异质性heterogeneity测量、调查survey测量员surveyors场地调查site investigation沉淀、下沉subside沉积物deposits沉降settlement成比例的proportionately承受withstand城镇化urbanization持支撑support 支触发点,扳机trigger传播速度propagation velocity传递荷载transfer load大坝dams大量使用make extensive use of代表性土样representative samples of soils弹性elasticity挡土墙retaining wall地基梁grade beam地理勘探geophysical exploration地面the ground surface地铁线subway line地图绘制mapping地下空间开发underground space utilization地下设施underground facility地下室basement地下水位线the groundwater level地下水污染groundwater pollution地震技术seismic techniques地质构成geologic formation冻融循环freezing-thawing cycle独立基础footing浮式基础floating foundations副产品by-products改善环境improving the environment干湿循环wetting-drying cycle钢筋steel钢筋混凝土reinforced concrete各种,所有方面all aspects of工程管理engineering management公共交通mass transit公共设施utility固结consolidation管道工程学pipeline engineering管线pipeline国家高速运输体系high-speed national transportation systems海岸工程、海洋工程offshore projects 海港harbor洪水灾害floods护堤、路堤embankments滑动剪切特性shearing characteristics 环境恶化environmental degradation 环境工程学environmental engineering 基础设施infrastructure基础体系foundation system基础托换、基础加固underpinning offoundation基础问题elementary problems基于based on计算机辅助设计computer-aided design剪切强度shearing strength建造、施工construction建筑工程学规划constructionengineering建筑规范building codes建筑物,构筑物structure交通工程专家transportationspecialists交通拥堵traffic congestion交通运输工程transportationengineering结构工程structural engineering结构工程专家structural specialists结构扰动structural disturbance结合、组合combination经济发展economic development精细的elaborate聚合物aggregate开挖excavate/excavation开展室内试验performing laboratorytest开展土力学实验perform soilexperiments颗粒尺寸grain size可靠的,可信懒的dependable困境dilemma扩展基础spread foundation理论的应用application of theory连续基础continuous footing联合基础combined footing灵活性、柔性flexible流速rate of flow流体静力学hydrostatic路基材料、地基材料subgrade materials毛细性capillarity密度density明显的进步considerable progress模板forms摩擦阻力frictional resistance内摩擦力internal friction泥浆slurries排水系统drainage system膨胀土expansive soil平板基础slab foundations平衡equilibrium评价、评估evaluate破坏,恶化degrade破坏、失效failure破裂rupture强度strength确保ensureplanning渗透性permeability渗透性permeability施工管理专家construction managementspecialists施工现场construction sites使排水、脱水dewater试验数据experimental data适应,容纳accommodate适用性suitability水利发电的、水电的hydroelectric水利工程学hydraulic engineering水泥;结合剂cement水气moisture素混凝土plain concrete塑性plasticity隧道tunnel土的参数、特性soil characteristic土力学soil mechanics土木工程civil engineering土木工程师civil engineer土压力理论theory of earth pressure为…细分..subdivided into卫生填埋sanitary landfills稳定(性),稳固;stability无效率的inefficient物理特性physical properties下部结构substructure箱型基础caisson消除污染eliminate pollution消遣,娱乐recreational悬臂基础cantilever footing压力pressure压缩性compressibility岩土工程学geotechnical engineering岩土工程专家geotechnical specialists研究生和本科生graduate andundergraduate students液限和塑限liquid and plastic limits易燃的、可燃的combustible有希望的,有前途的promising与….对抗versus预想,设想envision源于stems from远远,不仅仅far more than遭受(荷载、力等)subjected to粘聚力cohesion振动vibration止水帷幕cutoff wall住宅的、居住的residential专业、专长specialty砖brick桩帽,承台pile cap总体视野、全面思想comprehensive vision组成、成分composition钻孔borehole钻孔试验drilling test钻探方法drilling methodsground water地下水rock岩石sand砂子settlement沉降shale页岩clay粘土tunnel隧道sewer line下水道线路metro地铁seismic 地震boring钻孔,penetration test 贯入试验testpit试坑pressuremetertest 旁压仪试验plateloadtest平板载荷试验,cone penetration Test 圆锥贯入试验Standard penetration test标准贯入试验Weight sounding test重量探测试验geopbone地震检波器heave隆起,flow line流线equipotential line等势线settlement, 沉降failure surface破坏面fow net流网failure surface破坏面differential settlement差异沉降cracks 裂缝active earth pressure主动土压力retaining wall 挡土墙sheet pile板桩,anchor锚vertical component竖向分量anchored sheet pile walls锚碇板桩墙concrete element 混凝土构件steel strip钢条aluminium strip铝条strut支撑lateral earth pressure侧向土压力, sheet pile板桩,bottom heave底部隆起concrete pile混凝土桩steel pile 钢桩timber pile木桩point resistance桩端阻力skin resistance桩侧阻力ultimate resistance极限阻力settlement沉降soft clay软粘土void ratio孔隙比porosity 孔隙率water content 含水率unit weight 容重dry unit weight干容量unit weight f solid固体容重specific gravity 比重degree of saturation饱和度gas 气water水solid固体liquid limit液限low plasticity低液限medium plasticity高液限A-line A线clay 粘土silt粉土plasticity index塑性指数shrinkage limit收缩界限semi solid半固体plastic 塑性liquid液体coefficient of permeability渗透系数hydraulic gradient水力梯度flow流动gross area过水面积effective stress有效应力pore water pressure孔隙水压力total stress总应力stress应力 strain应变secant modulus割线模量ultimate stress极限应力stress-strain relationship应力-应变关系poisson’s ratio泊松比modulus of elasticity弹性模量shear stress剪应力shear modulus剪切模量shear deformation剪切变形coefficient of lateral earth pressureat rest侧向静止土压力系数compression modulus压缩模量shear strength抗剪强度failure surface 破坏面attraction内在压力cohesion内聚力shear strength抗剪强度normal stress法向应力shear stress剪应力failure surface破坏面normal stress法向应力friction angle 摩擦角cohesion内聚力Mohr’s stress circle摩尔圆gravel砾石sand砂土silt 粉土clay粘土relative density相对密度angularity棱角度gradation级配particle size粒径direct shear test直剪试验triaxial test 三轴试验unconfined compression test无侧限压缩实验Fall cone test落锥实验Vane test十字板试验表明indicate不均质性、异质性heterogeneity测量、调查survey测量员surveyors场地调查site investigation沉淀、下沉subside沉积物deposits沉降settlement成比例的proportionately承受withstand城镇化urbanization持支撑support 支触发点,扳机trigger传播速度propagation velocity传递荷载transfer load大坝dams大量使用make extensive use of代表性土样representative samples of soils弹性elasticity挡土墙retaining wall地基梁grade beam地理勘探geophysical exploration地面the ground surface地铁线subway line地图绘制mapping地下空间开发underground space utilization地下设施underground facility地下室basement地下水位线the groundwater level地下水污染groundwater pollution地震技术seismic techniques地质构成geologic formation冻融循环freezing-thawing cycle独立基础footing浮式基础floating foundations副产品by-products改善环境improving the environment干湿循环wetting-drying cycle钢筋steel钢筋混凝土reinforced concrete各种,所有方面all aspects of工程管理engineering management公共交通mass transit公共设施utility固结consolidation管道工程学pipeline engineering管线pipeline国家高速运输体系high-speed national transportation systems海岸工程、海洋工程offshore projects 海港harbor洪水灾害floods护堤、路堤embankments滑动剪切特性shearing characteristics 环境恶化environmental degradation 环境工程学environmental engineering 基础设施infrastructure基础体系foundation system基础托换、基础加固underpinning offoundation基础问题elementary problems基于based on计算机辅助设计computer-aided design剪切强度shearing strength建造、施工construction建筑工程学规划constructionengineering建筑规范building codes建筑物,构筑物structure交通工程专家transportationspecialists交通拥堵traffic congestion交通运输工程transportationengineering结构工程structural engineering结构工程专家structural specialists结构扰动structural disturbance结合、组合combination经济发展economic development精细的elaborate聚合物aggregate开挖excavate/excavation开展室内试验performing laboratorytest开展土力学实验perform soilexperiments颗粒尺寸grain size可靠的,可信懒的dependable困境dilemma扩展基础spread foundation理论的应用application of theory连续基础continuous footing联合基础combined footing灵活性、柔性flexible流速rate of flow流体静力学hydrostatic路基材料、地基材料subgrade materials毛细性capillarity密度density明显的进步considerable progress模板forms摩擦阻力frictional resistance内摩擦力internal friction泥浆slurries排水系统drainage system膨胀土expansive soil平板基础slab foundations平衡equilibrium评价、评估evaluate破坏,恶化degrade破坏、失效failure破裂rupture强度strength确保ensureplanning渗透性permeability渗透性permeability施工管理专家construction managementspecialists施工现场construction sites使排水、脱水dewater试验数据experimental data适应,容纳accommodate适用性suitability水利发电的、水电的hydroelectric水利工程学hydraulic engineering水泥;结合剂cement水气moisture素混凝土plain concrete塑性plasticity隧道tunnel土的参数、特性soil characteristic土力学soil mechanics土木工程civil engineering土木工程师civil engineer土压力理论theory of earth pressure为…细分..subdivided into卫生填埋sanitary landfills稳定(性),稳固;stability无效率的inefficient物理特性physical properties下部结构substructure箱型基础caisson消除污染eliminate pollution消遣,娱乐recreational悬臂基础cantilever footing压力pressure压缩性compressibility岩土工程学geotechnical engineering岩土工程专家geotechnical specialists研究生和本科生graduate andundergraduate students液限和塑限liquid and plastic limits易燃的、可燃的combustible有希望的,有前途的promising与….对抗versus预想,设想envision源于stems from远远,不仅仅far more than遭受(荷载、力等)subjected to粘聚力cohesion振动vibration止水帷幕cutoff wall住宅的、居住的residential专业、专长specialty砖brick桩帽,承台pile cap总体视野、全面思想comprehensive vision组成、成分composition钻孔borehole钻孔试验drilling test钻探方法drilling methodsground water地下水rock岩石sand砂子settlement沉降shale页岩clay粘土tunnel隧道sewer line下水道线路metro地铁seismic 地震boring钻孔,penetration test 贯入试验testpit试坑pressuremetertest 旁压仪试验plateloadtest平板载荷试验,cone penetration Test 圆锥贯入试验Standard penetration test标准贯入试验Weight sounding test重量探测试验geopbone地震检波器heave隆起,flow line流线equipotential line等势线settlement, 沉降failure surface破坏面fow net流网failure surface破坏面differential settlement差异沉降cracks 裂缝active earth pressure主动土压力retaining wall 挡土墙sheet pile板桩,anchor锚vertical component竖向分量anchored sheet pile walls锚碇板桩墙concrete element 混凝土构件steel strip钢条aluminium strip铝条strut支撑lateral earth pressure侧向土压力, sheet pile板桩,bottom heave底部隆起concrete pile混凝土桩steel pile 钢桩timber pile木桩point resistance桩端阻力skin resistance桩侧阻力ultimate resistance极限阻力settlement沉降soft clay软粘土void ratio孔隙比porosity 孔隙率water content 含水率unit weight 容重dry unit weight干容量unit weight f solid固体容重specific gravity 比重degree of saturation饱和度gas 气water水solid固体liquid limit液限low plasticity低液限medium plasticity高液限A-line A线clay 粘土silt粉土plasticity index塑性指数shrinkage limit收缩界限semi solid半固体plastic 塑性liquid液体coefficient of permeability渗透系数hydraulic gradient水力梯度flow流动gross area过水面积effective stress有效应力pore water pressure孔隙水压力total stress总应力stress应力 strain应变secant modulus割线模量ultimate stress极限应力stress-strain relationship应力-应变关系poisson’s ratio泊松比modulus of elasticity弹性模量shear stress剪应力shear modulus剪切模量shear deformation剪切变形coefficient of lateral earth pressureat rest侧向静止土压力系数compression modulus压缩模量shear strength抗剪强度failure surface 破坏面attraction内在压力cohesion内聚力shear strength抗剪强度normal stress法向应力shear stress剪应力failure surface破坏面normal stress法向应力friction angle 摩擦角cohesion内聚力Mohr’s stress circle摩尔圆gravel砾石sand砂土silt 粉土clay粘土relative density相对密度angularity棱角度gradation级配particle size粒径direct shear test直剪试验triaxial test 三轴试验unconfined compression test无侧限压缩实验Fall cone test落锥实验Vane test十字板试验表明indicate不均质性、异质性heterogeneity测量、调查survey测量员surveyors场地调查site investigation沉淀、下沉subside沉积物deposits沉降settlement成比例的proportionately承受withstand城镇化urbanization持支撑support 支触发点,扳机trigger传播速度propagation velocity传递荷载transfer load大坝dams大量使用make extensive use of代表性土样representative samples of soils弹性elasticity挡土墙retaining wall地基梁grade beam地理勘探geophysical exploration地面the ground surface地铁线subway line地图绘制mapping地下空间开发underground space utilization地下设施underground facility地下室basement地下水位线the groundwater level地下水污染groundwater pollution地震技术seismic techniques地质构成geologic formation冻融循环freezing-thawing cycle独立基础footing浮式基础floating foundations副产品by-products改善环境improving the environment干湿循环wetting-drying cycle钢筋steel钢筋混凝土reinforced concrete各种,所有方面all aspects of工程管理engineering management公共交通mass transit公共设施utility固结consolidation管道工程学pipeline engineering管线pipeline国家高速运输体系high-speed national transportation systems海岸工程、海洋工程offshore projects 海港harbor洪水灾害floods护堤、路堤embankments滑动剪切特性shearing characteristics 环境恶化environmental degradation 环境工程学environmental engineering 基础设施infrastructure基础体系foundation system基础托换、基础加固underpinning offoundation基础问题elementary problems基于based on计算机辅助设计computer-aided design剪切强度shearing strength建造、施工construction建筑工程学规划constructionengineering建筑规范building codes建筑物,构筑物structure交通工程专家transportationspecialists交通拥堵traffic congestion交通运输工程transportationengineering结构工程structural engineering结构工程专家structural specialists结构扰动structural disturbance结合、组合combination经济发展economic development精细的elaborate聚合物aggregate开挖excavate/excavation开展室内试验performing laboratorytest开展土力学实验perform soilexperiments颗粒尺寸grain size可靠的,可信懒的dependable困境dilemma扩展基础spread foundation理论的应用application of theory连续基础continuous footing联合基础combined footing灵活性、柔性flexible流速rate of flow流体静力学hydrostatic路基材料、地基材料subgrade materials毛细性capillarity密度density明显的进步considerable progress模板forms摩擦阻力frictional resistance内摩擦力internal friction泥浆slurries排水系统drainage system膨胀土expansive soil平板基础slab foundations平衡equilibrium评价、评估evaluate破坏,恶化degrade破坏、失效failure破裂rupture强度strength确保ensureplanning渗透性permeability渗透性permeability施工管理专家construction managementspecialists施工现场construction sites使排水、脱水dewater试验数据experimental data适应,容纳accommodate适用性suitability水利发电的、水电的hydroelectric水利工程学hydraulic engineering水泥;结合剂cement水气moisture素混凝土plain concrete塑性plasticity隧道tunnel土的参数、特性soil characteristic土力学soil mechanics土木工程civil engineering土木工程师civil engineer土压力理论theory of earth pressure为…细分..subdivided into卫生填埋sanitary landfills稳定(性),稳固;stability无效率的inefficient物理特性physical properties下部结构substructure箱型基础caisson消除污染eliminate pollution消遣,娱乐recreational悬臂基础cantilever footing压力pressure压缩性compressibility岩土工程学geotechnical engineering岩土工程专家geotechnical specialists研究生和本科生graduate andundergraduate students液限和塑限liquid and plastic limits易燃的、可燃的combustible有希望的,有前途的promising与….对抗versus预想,设想envision源于stems from远远,不仅仅far more than遭受(荷载、力等)subjected to粘聚力cohesion振动vibration止水帷幕cutoff wall住宅的、居住的residential专业、专长specialty砖brick桩帽,承台pile cap总体视野、全面思想comprehensive vision组成、成分composition钻孔borehole钻孔试验drilling test钻探方法drilling methodsground water地下水rock岩石sand砂子settlement沉降shale页岩clay粘土tunnel隧道sewer line下水道线路metro地铁seismic 地震boring钻孔,penetration test 贯入试验testpit试坑pressuremetertest 旁压仪试验plateloadtest平板载荷试验,cone penetration Test 圆锥贯入试验Standard penetration test标准贯入试验Weight sounding test重量探测试验geopbone地震检波器heave隆起,flow line流线equipotential line等势线settlement, 沉降failure surface破坏面fow net流网failure surface破坏面differential settlement差异沉降cracks 裂缝active earth pressure主动土压力retaining wall 挡土墙sheet pile板桩,anchor锚vertical component竖向分量anchored sheet pile walls锚碇板桩墙concrete element 混凝土构件steel strip钢条aluminium strip铝条strut支撑lateral earth pressure侧向土压力, sheet pile板桩,bottom heave底部隆起concrete pile混凝土桩steel pile 钢桩timber pile木桩point resistance桩端阻力skin resistance桩侧阻力ultimate resistance极限阻力settlement沉降soft clay软粘土void ratio孔隙比porosity 孔隙率water content 含水率unit weight 容重dry unit weight干容量unit weight f solid固体容重specific gravity 比重degree of saturation饱和度gas 气water水solid固体liquid limit液限low plasticity低液限medium plasticity高液限A-line A线clay 粘土silt粉土plasticity index塑性指数shrinkage limit收缩界限semi solid半固体plastic 塑性liquid液体coefficient of permeability渗透系数hydraulic gradient水力梯度flow流动gross area过水面积effective stress有效应力pore water pressure孔隙水压力total stress总应力stress应力 strain应变secant modulus割线模量ultimate stress极限应力stress-strain relationship应力-应变关系poisson’s ratio泊松比modulus of elasticity弹性模量shear stress剪应力shear modulus剪切模量shear deformation剪切变形coefficient of lateral earth pressureat rest侧向静止土压力系数compression modulus压缩模量shear strength抗剪强度failure surface 破坏面attraction内在压力cohesion内聚力shear strength抗剪强度normal stress法向应力shear stress剪应力failure surface破坏面normal stress法向应力friction angle 摩擦角cohesion内聚力Mohr’s stress circle摩尔圆gravel砾石sand砂土silt 粉土clay粘土relative density相对密度angularity棱角度gradation级配particle size粒径direct shear test直剪试验triaxial test 三轴试验unconfined compression test无侧限压缩实验Fall cone test落锥实验Vane test十字板试验表明indicate不均质性、异质性heterogeneity测量、调查survey测量员surveyors场地调查site investigation沉淀、下沉subside沉积物deposits沉降settlement成比例的proportionately承受withstand城镇化urbanization持支撑support 支触发点,扳机trigger传播速度propagation velocity传递荷载transfer load大坝dams大量使用make extensive use of代表性土样representative samples of soils弹性elasticity挡土墙retaining wall地基梁grade beam地理勘探geophysical exploration地面the ground surface地铁线subway line地图绘制mapping地下空间开发underground space utilization地下设施underground facility地下室basement地下水位线the groundwater level地下水污染groundwater pollution地震技术seismic techniques地质构成geologic formation冻融循环freezing-thawing cycle独立基础footing浮式基础floating foundations副产品by-products改善环境improving the environment干湿循环wetting-drying cycle钢筋steel钢筋混凝土reinforced concrete各种,所有方面all aspects of工程管理engineering management公共交通mass transit公共设施utility固结consolidation管道工程学pipeline engineering管线pipeline国家高速运输体系high-speed national transportation systems海岸工程、海洋工程offshore projects 海港harbor洪水灾害floods护堤、路堤embankments滑动剪切特性shearing characteristics 环境恶化environmental degradation 环境工程学environmental engineering 基础设施infrastructure基础体系foundation system基础托换、基础加固underpinning offoundation基础问题elementary problems基于based on计算机辅助设计computer-aided design剪切强度shearing strength建造、施工construction建筑工程学规划constructionengineering建筑规范building codes建筑物,构筑物structure交通工程专家transportationspecialists交通拥堵traffic congestion交通运输工程transportationengineering结构工程structural engineering结构工程专家structural specialists结构扰动structural disturbance结合、组合combination经济发展economic development精细的elaborate聚合物aggregate开挖excavate/excavation开展室内试验performing laboratorytest开展土力学实验perform soilexperiments颗粒尺寸grain size可靠的,可信懒的dependable困境dilemma扩展基础spread foundation理论的应用application of theory连续基础continuous footing联合基础combined footing灵活性、柔性flexible流速rate of flow流体静力学hydrostatic路基材料、地基材料subgrade materials毛细性capillarity密度density明显的进步considerable progress模板forms摩擦阻力frictional resistance内摩擦力internal friction泥浆slurries排水系统drainage system膨胀土expansive soil平板基础slab foundations平衡equilibrium评价、评估evaluate破坏,恶化degrade破坏、失效failure破裂rupture强度strength确保ensureplanning渗透性permeability渗透性permeability施工管理专家construction managementspecialists施工现场construction sites使排水、脱水dewater试验数据experimental data适应,容纳accommodate适用性suitability水利发电的、水电的hydroelectric水利工程学hydraulic engineering水泥;结合剂cement水气moisture素混凝土plain concrete塑性plasticity隧道tunnel土的参数、特性soil characteristic土力学soil mechanics土木工程civil engineering土木工程师civil engineer土压力理论theory of earth pressure为…细分..subdivided into卫生填埋sanitary landfills稳定(性),稳固;stability无效率的inefficient物理特性physical properties下部结构substructure箱型基础caisson消除污染eliminate pollution消遣,娱乐recreational悬臂基础cantilever footing压力pressure压缩性compressibility岩土工程学geotechnical engineering岩土工程专家geotechnical specialists研究生和本科生graduate andundergraduate students液限和塑限liquid and plastic limits易燃的、可燃的combustible有希望的,有前途的promising与….对抗versus预想,设想envision源于stems from远远,不仅仅far more than遭受(荷载、力等)subjected to粘聚力cohesion振动vibration止水帷幕cutoff wall住宅的、居住的residential专业、专长specialty砖brick桩帽,承台pile cap总体视野、全面思想comprehensive vision组成、成分composition钻孔borehole钻孔试验drilling test钻探方法drilling methodsground water地下水rock岩石sand砂子settlement沉降shale页岩clay粘土tunnel隧道sewer line下水道线路metro地铁seismic 地震boring钻孔,penetration test 贯入试验testpit试坑pressuremetertest 旁压仪试验plateloadtest平板载荷试验,cone penetration Test 圆锥贯入试验Standard penetration test标准贯入试验Weight sounding test重量探测试验geopbone地震检波器heave隆起,flow line流线equipotential line等势线settlement, 沉降failure surface破坏面fow net流网failure surface破坏面differential settlement差异沉降cracks 裂缝active earth pressure主动土压力retaining wall 挡土墙sheet pile板桩,anchor锚vertical component竖向分量anchored sheet pile walls锚碇板桩墙concrete element 混凝土构件steel strip钢条aluminium strip铝条strut支撑lateral earth pressure侧向土压力, sheet pile板桩,bottom heave底部隆起concrete pile混凝土桩steel pile 钢桩timber pile木桩point resistance桩端阻力skin resistance桩侧阻力ultimate resistance极限阻力settlement沉降soft clay软粘土void ratio孔隙比porosity 孔隙率water content 含水率unit weight 容重dry unit weight干容量unit weight f solid固体容重specific gravity 比重degree of saturation饱和度gas 气water水solid固体liquid limit液限low plasticity低液限medium plasticity高液限A-line A线clay 粘土silt粉土plasticity index塑性指数shrinkage limit收缩界限semi solid半固体plastic 塑性liquid液体coefficient of permeability渗透系数hydraulic gradient水力梯度flow流动gross area过水面积effective stress有效应力pore water pressure孔隙水压力total stress总应力stress应力 strain应变secant modulus割线模量ultimate stress极限应力stress-strain relationship应力-应变关系poisson’s ratio泊松比modulus of elasticity弹性模量shear stress剪应力shear modulus剪切模量shear deformation剪切变形coefficient of lateral earth pressureat rest侧向静止土压力系数compression modulus压缩模量shear strength抗剪强度failure surface 破坏面attraction内在压力cohesion内聚力shear strength抗剪强度normal stress法向应力shear stress剪应力failure surface破坏面normal stress法向应力friction angle 摩擦角cohesion内聚力Mohr’s stress circle摩尔圆gravel砾石sand砂土silt 粉土clay粘土relative density相对密度angularity棱角度gradation级配particle size粒径direct shear test直剪试验triaxial test 三轴试验unconfined compression test无侧限压缩实验Fall cone test落锥实验Vane test十字板试验。

IEEESignalProcessingSociety:IEEE信号处理学会

IEEESignalProcessingSociety:IEEE信号处理学会
Juan Liu, for the paper co-authored with Pierre Moulin, entitled, "Information-Theoretic Analysis of Interscale and Intrascale Dependencies Between Image Wavelet Coefficients," published in the IEEE Transactions on Image Processing, Volume 10, Number 11, November 2001. S. Basu
Jerome N. Shapiro, for the paper entitled, "Embedded Image Coding Using Zerotrees of Wavelet Coefficients," published in the IEEE Transactions on Signal Processing, Volume 41, Number 12, December 1993.
Digital Signal Processing
Avideh Zakhor, for the paper co-authored with Søren Hein entitled, "Reconstruction of Oversampled Band-Limited Signals from Sigma-Delta Encoded Binary Sequences," published in the IEEE Transactions on Signal Processing, Volume 42, Number 4, April 1994.
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Space-Time Block Codes versus Space-TimeTrellis CodesSumeet Sandhu,Robert W.Heath Jr.,Arogyaswami PaulrajThe authors are with Information Systems Laboratory,Stanford University,Stanford,CA94305.R.Heath was supported by Ericsson Inc.through the Networking Research Center at Stanford University.AbstractTransmit diversity schemes for the coherent multiple-antennaflat-fading channel range from space-time block codes(STBC)to space-time trellis codes(STTC).In this letter we compare the performance of STBC and STTC by means of frame error rate.We discover that a simple concatenation of STBC with traditional AWGN(additive white Gaussian noise)trellis codes outperforms some of the best known STTCs at SNRs(signal to noise ratios)of interest.Our result holds for small numbers of receive antennas and trellis states,and may extend to greater numbers of antennas and states with improved block codes.KeywordsBlock codes,Diversity methods,MIMO systems,Modulation coding,Fading channels.I.IntroductionThe challenge of transmit diversity design for the multiple-antenna fading channel has been met with several novel modulation and error correction techniques in the recent past.Prominent among these space-time block codes([1],[2])and space-time trellis codes([3],[4],[5],[6]). Space-time block codes operate on a block of input symbols producing a matrix output over antennas and time.Unlike traditional single-antenna AWGN block codes,full rate space-time block codes do not provide coding gain.Their key feature is the provision of full diversity with extremely low encoder/decoder complexity.The best known orthogonal block codes are provided in[2].Space-time trellis codes operate on one input symbol at a time producing a sequence of spatial vector outputs.Like traditional TCM(trellis coded modulation)for the single-antenna channel, space-time trellis codes provide coding gain.Since they also provide full diversity gain,their key advantage over space-time block codes is the provision of coding gain.However,they are extremely difficult to design and require an expensive encoder and decoder.This paper proposes a compromise between STBC(known designs,simple ML(maximum likelihood)decoding,no coding gain)and STTC(difficult to design,expensive ML decoding, coding gain).We concatenate AWGN trellis codes with STBC in order to obtain coding gain. Then we compare the performance of concatenated STBC with STTC by keeping transmit power and spectral efficiencyfixed.The results are somewhat surprising-with the same number of trellis states(4and8),concatenated STBC outperforms STTC for1and2receive antennas. Concatenation of TCM with STBC was also proposed in[7]but its performance was not com-pared with STTC.A performance comparison of STTC and concatenated STBC was providedin[8],but it was not fair in terms of date rate and number of trellis states.A fair comparison of STTC and concatenated STBC was provided in[9]for the fast fading channel but not for the quasi-static channel.II.Data and Channel ModelConsider a system with M r receive antennas and M t>1transmit antennas.The channel is flat-fading and quasi-static.It is unknown at the transmitter but is known at the receiver.At time n T,the channel output corresponding to the n th input block spanning T symbol times isY n T=HX n T+V n T(1)where the received signal Y n T is M r×T,the fading channel H is M r×M t,the encoded codeword X n T is M t×T,and receiver noise V n T is M r×T.The entries of H are i.i.d.(independent,identically distributed)circular complex Gaussian random variables with variance0.5in each dimension, i.e.h i,j∼ℵc(0,1).The entries of V n T are i.i.d.,v n T i,j∼ℵc(0,N0),and independent over n. The average power transmitted on M t antennas is E s.The codeword X n T is encoded using concatenated STBC or STTC,both of which are described in detail in the following sections.III.Space-Time Block CodesThe input to the encoder is a stream of real or complex modulated symbols.The encoder operates on a block of K symbols producing an M t×T codeword X n T whose rows correspond to transmit antennas and columns correspond to symbol times.At the receiver,ML decoding is simplified by the orthogonal structure of the codewords.The effective channel induced by space-time block coding of input symbols(before ML de-tection)is an AWGN channel with receive SNR equal to||H||2F E sIV.Space-Time Trellis CodesSpace-time trellis codes encode the input scalar symbol stream into an output vector symbol stream.Unlike space-time block codes,space-time trellis codes map one input symbol at a time to an M t×1vector output.Decoding is performed via ML sequence estimation.Code performance is quantified by the diversity advantage and the coding advantage[4].For a given number of transmit antennas,the design objective is to construct the largest possible codebook with full diversity advantage(=M t)and the maximum possible coding advantage.A number of hand-crafted codes with full diversity advantage were provided in[4].Codes with greater coding advantage than those in[4]were reported in[5]and[14]after exhaustive computer searches over a feedforward convolutional coding(FFC)generator.A structured method of code construction that ensures full diversity was provided in[15]along with new designs.Recently new codes with better distance spectrum properties and performance were reported in[6].V.Performance AnalysisNote that any space-time code can be analyzed in terms of the criteria presented for space-time trellis codes,namely diversity advantage and coding advantage.These criteria affect the performance curve in different ways.Diversity advantage affects the asymptotic slope of the FER(frame error rate)versus SNR graph-greater the diversity,the more negative the slope. Coding advantage affects the horizontal shift of the graph-greater the coding advantage,the greater the shift to the left.Since all codes considered here are full diversity,the asymptotic slopes of their FER graphs will be the same.The difference in coding advantage can be quantified as follows.At high SNRs the logarithm of the minimum PEP for the k th code is P k≈−M r M t s k−M r M t c k where M r M t is the diversity advantage,s k=log(E sA.Coding AdvantageWe will only consider full diversity codes for2transmit antennas at a bit rate of2bits per symbol time.We will focus on a small number of trellis states,equal to4and8,both for STTCs and concatenated STBCs.In order to predict the performance of different codes,we computed their coding advantages by means of a computer search and listed them in Table I.These values agree with those found in published literature[16],[5],[6].Note that the values in Table I are normalized by M t=2.The block code labeled STBC stands for the complex M t=2Alamouti code[1]and has a 4-PSK constellation.The codes labeled STBC-TCM represent the Alamouti code concatenated with outer AWGN trellis codes and have8-PSK constellations.The outer codes are both rate2/3 and are the best4-state(parallel transition)and8-state trellis codes in[16].The codes labeled STTC denote space-time trellis codes,of which the4and8state codes in[4](STTC-Tarokh), [5](STTC-Grimm),and[6](STTC-Yan)are shown,all of which have4-PSK constellations.The 4-state Grimm and Yan codes have the best possible coding advantage in the class of FFC codes [5].As demonstrated in[6],although the4and8state Yan codes have the same coding advantage as the Grimm codes,they outperform the Grimm codes because of better distance spectrum properties.Since the Grimm codes were shown to outperform the Tarokh codes[14],[6],we will only consider the Grimm and Yan codes in the sequel.VI.SimulationsIn this section Monte Carlo simulations of the codes in Table I are presented.Performance is measured in terms of FER for a burst of130symbols.The Rayleigh channel described in(1)is used with two transmit antennas.Channel realizations are i.i.d.from burst to burst. Performance is plotted for one,two and three receive antennas in Figures1,2and3respectively. The performance of STBC is plotted in all thefigures for reference.In Figure1(a)note that STBC by itself performs as well or better than all the STTCs,even though it provides no coding gain.This is explained by the multidimensional structure of STBC that spans two time symbols.With one receive antenna,concatenated STBC performs dramatically better than all the4-state STTCs.The performance gap reduces with increasing receive antennas in Figures2and3.The performance gap is also less noticeable with8-state codes for all receive antennas.With three receive antennas and8trellis states,in fact,STTC-Yan outperforms STBC-TCM. The loss in performance of STBC-TCM with increasing receive antennas is explained by the capacity loss incurred by STBC[11].Considering the capacity-optimized block codes in[12],we expect that those block codes will outperform STTC-Yan for even greater numbers of receive antennas and trellis states.Note that in all these comparisons,the encoding/decoding complexity of STTCs is much higher than that of concatenated STBCs for large numbers of trellis states and multiple receive antennas.A comparison that is fair with respect to complexity would entail concatenation of more sophisticated codes with improved block codes,potentially extending their performance advantage to multiple receive antennas.VII.ConclusionsWe have shown that for a small number of receive antennas and trellis states,a simple concate-nation of space-time block codes with traditional AWGN trellis codes can significantly outperform space-time trellis codes.The concatenated scheme separates spatial modulation from temporal error correction and is therefore attractive from the aspect of computational complexity as well.References[1]S.M.Alamouti,“A simple transmitter diversity scheme for wireless communications,”IEEE J.Select.Areasin Comm.,vol.16,pp.1451–1458,October1998.[2]V.Tarokh,H.Jafarkhani,and A.R.Calderbank,“Space-time block codes from orthogonal designs,”IEEErmation Theory,vol.45,pp.1456–1467,July1999.[3]J.C.Guey,M.P.Fitz,M.R.Bell,and W.Y.Kuo,“Signal design for transmitter diversity wireless commu-nication systems over Rayleigh fading channels,”in Proc.VTC,vol.I,pp.136–140,1996.[4]V.Tarokh,N.Seshadri,and A.R.Calderbank,“Space-time codes for high data rate wireless communicationI:performance criterion and code construction,”IEEE rmation Theory,vol.44,pp.744–65,March 1998.[5]J.Grimm,Transmitter diversity code design for achieving full diversity on Rayleigh fading channels.PhDthesis,Purdue University,1998.[6]Q.Yan and R.S.Blum,“Optimum space-time convolutional codes,”in Proc.WCNC,2000.[7]S.M.Alamouti,V.Tarokh,and P.Poon,“Trellis-coded modulation and transmit diversity:design criteriaand performance evaluation,”in Proc.ICUPC,1998.[8]J.-C.Guey,“Concatenated coding for transmit diversity systems,”in Proc.VTC,vol.5,pp.2500–2504,1999.[9] A.Yongacoglu and M.Siala,“Space-time codes for fading channels,”in Proc.VTC,vol.5,pp.2495–2499,1999.[10]G.Ganesan and P.Stoica,“Space-time diversity using orthogonal and amicable orthogonal designs,”inProc.ICASSP,2000.[11]S.Sandhu and A.Paulraj,“Space-time block codes:a capacity perspective.”Accepted IEEE Comm.Letters,June2000.[12] B.Hassibi and B.M.Hochwald,“High-rate codes that are linear in space and time,”in Proc.38th AnnualAllerton Conference on Communication,Control and Computing,2000.[13]S.Sandhu,R.Heath,and A.Paulraj,“Union bound for linear space-time codes,”in Proc.38th AnnualAllerton Conference on Communication,Control and Computing,2000.[14]S.Baro,G.Bauch,and A.Hansmann,“Improved codes for space-time trellis-coded modulation,”IEEEComm.Lett.,vol.4,pp.20–22,January2000.[15] A.R.Hammons and H.E.Gamal,“On the theory of space-time codes for PSK modulation,”IEEE Trans.Information Theory,vol.46,pp.524–542,March2000.[16] E.Biglieri,D.Divsalar,P.J.McLane,and M.K.Simon,Introduction to Trellis-Coded Modulation withApplications.Macmillan,1991.Table I:Coding Advantage:2transmit antennas,2bits/symbol time Figure1:One receive antennaFigure2:Two receive antennasFigure3:Three receive antennasTABLE ICode Coding AdvantageSTBC1STBC-TCM240√ 1.51 STTC-Grimm√ 1.51 STTC-Yan84.5858838 3.01STTC-Yan2IEEE COMMUNICATIONS LETTERS,VOL.XX,NO.Y,MONTH200011November9,2000DRAFT。

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