高级翻译能力培训·高译教育翻译会 散文翻译原文及译文(一)

高级翻译能力培训·高译教育翻译会 散文翻译原文及译文(一)
高级翻译能力培训·高译教育翻译会 散文翻译原文及译文(一)

高级翻译能力培训·高译教育翻译会

散文翻译原文及译文(一)

吹牛是一种夸大狂,在道德家看来,也许认为是缺点①,可是在处世接物上却是一种刮刮叫的妙用②。假使你这一生缺少了吹牛的本领,别说好饭碗找不到,便连黄包车夫也不放你在眼里的。

西洋人究竟近乎白痴③,什么事都只讲究脚踏实地去作,这样费力气的勾当,我们聪明的中国人④,简直连牙齿都要笑掉了。西洋人什么事都讲究按部就班的慢慢来,从来没有平地登天的捷径,而我们中国人专门走捷径,而走捷径的第一个法门,就是善吹牛。

吹牛是一件不可看轻的艺术,就如修辞学上不可缺少“张喻”一类的东西一样。像李太白什么⑤“黄河之水天上来”,又是什么“白发三千丈”,这在修辞学上就叫作“张喻”,而在不懂修辞学的人看来,就觉得李太白在吹牛了。

而且实际上说来,吹牛对于一个人的确有极大的妙用。人类这个东西,就有这么奇怪,无论什么事,你若老老实实的把实话告诉他,不但不能激起他共鸣的情绪⑥,而且还要轻蔑你冷笑你,假使你见了那摸不清你根底的人,你不管你家里早饭的米是当了被褥换来的⑦,你只要大言不惭的说“某部长是我父亲的好朋友,某政客是我拜把子的叔公,我认得某某巨商,我的太太同某军阀的第五位太太是干姐妹”,吹起这一套法螺来,那摸不清你的人,便贴贴服服的向你合十顶礼,说不定碰得巧还恭而且敬的请你大吃一顿燕菜席呢⑧!

吹牛有了如许的好处,于是无论那一类的人,都各尽其力的大吹其牛了。但是且慢!吹牛也要认清对手方面的。不然的话必难打动他或她的心弦,那么就失掉吹牛的功效了。比如说你见了一个仰慕文人的无名作家或学生时,而你自己要自充老前辈时,你不用说别的,只要说胡适是我极熟的朋友,郁达夫是我最好的知己⑨,最妙你再转弯抹角的去探听一些关于胡适郁达夫琐碎的佚事,比如说

胡适最喜听什么,郁达夫最讨厌什么,于是便可以亲亲切切的叫着“适之怎样怎样,达夫怎样怎样”,这样一来,你便也就成了胡适郁达夫同等的人物,而被人所尊敬了。

如果你遇见一个好虚荣的女子呢,你就可以说你周游过列国,到过土耳其南非洲!并且还是自费去的⑩,这样一来就可以证明你不但学识阅历丰富,并且还是资产阶级?。于是乎你的恋爱便立刻成功了?。

他如遇见商贾、官僚、政客、军阀,都不妨察言观色?,投其所好,大吹而特吹之,总而言之,好色者以色吹之,好利者以利吹之,好名者以名吹之,好权势者以权势吹之,此所谓以毒攻毒之法,无往而不利。

或曰吹牛妙用虽大,但也要善吹,否则揭穿西洋镜,便没有戏可唱了。

这当然是实话,并且吹牛也要有相当的训练,第一要不红脸,你虽从来没有著过一本半本的书,但不妨咬紧牙根?说:“我的著作等身,只可恨被一把野火烧掉了!”你家里因为要请几个漂亮的客人吃饭,现买了一副碗碟,你便可以说:“这些东西十年前就有了,”以表示你并不因为请客受窘?。假如你荷包里只剩下一块大洋?,朋友要邀你坐下来入圈,你就可以说:“我的钱都放在银行里,今天竟匀不出工夫去取!”假如那天你的太太感觉你没多大出息?时,你就可以说张家大小姐说我的诗作的好,王家少奶奶说我脸子漂亮而有丈夫气,这样一来太太便立刻加倍的爱你了。

这一些吹牛经,说不胜说。

The Wonderful Use of Boasting

Boasting is a kind of megalomania.Though moralists may call it a human failing,it does,however,serve extremely useful purposes in social intercourse.Without the capability for boasting,you will be looked down upon by even a rickshaw puller,to say nothing of finding a good job. Because of their earnest and down-to-earth approach to work,Westerners

are,in the eyes of Chinese smarties,next door to idiotic.They are being laughed at by Chinese smarties for the tremendous amount of energy they put into their activities.While Westerners go about whatever work they do methodically and patiently,never dreaming of reaching great heights in one step,we Chinese are always given to seeking a shortcut and regard the ability to boast as the master key to it.

Boasting is an essential art of life just as hyperbole is an indispensable rhetorical figure.The Tang poet Li Bai's famous lines"The Yellow River comes from the sky"and"My white hair of thirty thousand feet"are examples of hyperbole,which,to those who know little about the art of rhetoric,may sound like a gross exaggeration on the part of the poet.

That boasting is of extremely great use to one is beyond doubt.Man is a queer animal.Suppose you tell someone the plain truth about a certain matter without holding anything back,he will probably laugh at you scornfully instead of returning a congenial response.On the other hand, suppose,penniless as you are,you brag unabashedly to somebody who knows little about you,"Minister So-and-So is a good friend of my father's," "Politician So-and-So is my grandpa's sworn brother,""I know a certain business tycoon very well,"or"My wife is a nominally adoptive sister of a certain warlord's fifth concubine."The listener will adore you like a deity or may even,at an opportune moment,respectfully treat you to a big dinner featuring edible bird's nest!

People of every description,being aware of the usefulness of boasting, are doing all they can to put it into practice.But wait a minute!You' ve got to know enough about the person you are boasting to.Otherwise,

you'll make a bungle of it and fail to touch a chord in his or her heart. Suppose you meet an unknown writer or a young student who worships men of letters and you want to pretend to be a senior,all you have to say is that Hu Shih is a close friend of yours or that Yu Dafu is your second self.And,what is better,you can try to find out by a roundabout way some trifling personal anecdotes about the two celebrities,such as what Hu Shih best likes to know and what Yu Dafu strongly dislikes,so that you can refer to them affectionately by their first names.Consequently, you'll end up becoming a personage on a par with both of them,and enjoying the respect of all.

When you meet a girl who is vain,just tell her that you have toured to various countries,such as Turkey and South Africa,...and at your own expense into the bargain!That suffices to prove you are not only a man of much learning and experience but also well-to-do.And you will thereby win her heart instantly.

When you meet a businessman,bureaucrat,politician or warlord,you can, after gathering each and every mood of them,start boasting wildly to cater to their likes.To sum up,you should brag about women to those who are fond of women,about money to those who are money-mad,about fame to those who are desirous of personal fame,and about power to those who hanker after a position of great influence.Like combating poison with poison, this trick will always work wonders.

Yes,bragging is of great use,but you need to be very skillful in the performance of it,otherwise you'll give away the show and end up in a complete fiasco.

And to be good at bragging,you also need a considerable amount of

training.You should first of all be thick-skinned.For instance,although you have never authored a single book,you can nevertheless brazenly declare,"I've published a great many books,but unfortunately they've all been destroyed by a big fire!"When you are entertaining some stylish guests at dinner,you can,for appearances'sake,refer to the table set you have just bought for the occasion by saying,"We've been using it for as long as ten years."When your friends invite you to join them in a mahjong game,you,though worth only one silver dollar in your pocket, can tell them,"All my money is in a bank.I've no time today to go there to draw money."If your wife happens to complain you're sort of good for nothing,you can tell her that the eldest daughter of a certain Zhang family has been admiring you for the excellent poems you write and the daughter-in-law of a certain Wang family has been admiring you for being handsome and manly.That will make your wife instantly redouble her love for you.

I could thus go on and on enumerating various manifestations of self-praise!

散文翻译 Sweet September

散文翻译Sweet September Sweet September By Hal Borlnd 甜美的九月 September is more than a month, really; it is a season, an achievement in itself. It begins with August's leftovers and it ends with October's preparations, but along t he way it achieves special satisfactions. After summer's heat and haste, the year co nsolidates itself. Deliberate September-in its own time and tempo---begins to sum u p another summer. 真的,九月不仅仅是一个月份,它还是一个季节,一份成就。它始于八月的余热,终于十月繁忙的预备。但在这之间,它带来了异常的惊喜与满足。熬过夏季的躁热,这年就平静下来。九月,伴着它的时令,踩着它的节拍,翩然而至,宣告夏季的结束。 With September comes a sense of autumn. It creeps in on a misty dawn and vanis hes in the hot afternoon. It tiptoes through the treetops, rouging a few leaves, the n rides a tuft of thistledown across the valley and away. It sits on a hilltop and ho ots like an October owl in the dusk. It plays tag with the wind. September is a cha llenging busy as a squirrel in a hickory tree, idle as a languid brook. It is summer's ripeness and richness fulfilled. 九月悄然给我们捎来了一丝秋意。它无声无息地浸入雾蒙蒙的清晨,又在阳光煦暖的午后没了踪影;它蹑手蹑脚地跨过树梢,擦过些许叶子,又轻踏一簇毛蓟绕过山谷而去。它时而独栖山顶,像十月黄昏中猫头鹰的鸣叫;时而又同微风嬉戏;时而如山核树上的松鼠,忙得不亦乐乎;时而如慵懒的小溪,汩汩流淌。夏季的成熟与丰饶成就了甜美的九月。 Some of the rarest days of the year come in the September season-days when it is comfortably cold but pulsing with life, when the sky is clear and clean, the air cris p, the wind free of dust. Meadows still smell of hay and the sweetness of cut gras s. September flowers are less varied than those of May but so abundant that they make September another flowery month. Goldenrod comes by mid-August, but rises to a peak of golden abundance in early September. Late thistles make spectacular purple accents. And asters blossom everywhere, along the roadsides, in meadows, o n the hilltops, even in city lots, raging in color from pure white through all degrees of lavender to the royal New England purple. 九月给我们带来了一年中最难得的时光:晴空万里,秋高气爽,清风徐来,一尘不染,生命

1外文文献翻译原文及译文汇总

华北电力大学科技学院 毕业设计(论文)附件 外文文献翻译 学号:121912020115姓名:彭钰钊 所在系别:动力工程系专业班级:测控技术与仪器12K1指导教师:李冰 原文标题:Infrared Remote Control System Abstract 2016 年 4 月 19 日

红外遥控系统 摘要 红外数据通信技术是目前在世界范围内被广泛使用的一种无线连接技术,被众多的硬件和软件平台所支持。红外收发器产品具有成本低,小型化,传输速率快,点对点安全传输,不受电磁干扰等特点,可以实现信息在不同产品之间快速、方便、安全地交换与传送,在短距离无线传输方面拥有十分明显的优势。红外遥控收发系统的设计在具有很高的实用价值,目前红外收发器产品在可携式产品中的应用潜力很大。全世界约有1亿5千万台设备采用红外技术,在电子产品和工业设备、医疗设备等领域广泛使用。绝大多数笔记本电脑和手机都配置红外收发器接口。随着红外数据传输技术更加成熟、成本下降,红外收发器在短距离通讯领域必将得到更广泛的应用。 本系统的设计目的是用红外线作为传输媒质来传输用户的操作信息并由接收电路解调出原始信号,主要用到编码芯片和解码芯片对信号进行调制与解调,其中编码芯片用的是台湾生产的PT2262,解码芯片是PT2272。主要工作原理是:利用编码键盘可以为PT2262提供的输入信息,PT2262对输入的信息进行编码并加载到38KHZ的载波上并调制红外发射二极管并辐射到空间,然后再由接收系统接收到发射的信号并解调出原始信息,由PT2272对原信号进行解码以驱动相应的电路完成用户的操作要求。 关键字:红外线;编码;解码;LM386;红外收发器。 1 绪论

ASP外文翻译原文

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毕业设计外文翻译附原文

外文翻译 专业机械设计制造及其自动化学生姓名刘链柱 班级机制111 学号1110101102 指导教师葛友华

外文资料名称: Design and performance evaluation of vacuum cleaners using cyclone technology 外文资料出处:Korean J. Chem. Eng., 23(6), (用外文写) 925-930 (2006) 附件: 1.外文资料翻译译文 2.外文原文

应用旋风技术真空吸尘器的设计和性能介绍 吉尔泰金,洪城铱昌,宰瑾李, 刘链柱译 摘要:旋风型分离器技术用于真空吸尘器 - 轴向进流旋风和切向进气道流旋风有效地收集粉尘和降低压力降已被实验研究。优化设计等因素作为集尘效率,压降,并切成尺寸被粒度对应于分级收集的50%的效率进行了研究。颗粒切成大小降低入口面积,体直径,减小涡取景器直径的旋风。切向入口的双流量气旋具有良好的性能考虑的350毫米汞柱的低压降和为1.5μm的质量中位直径在1米3的流量的截止尺寸。一使用切向入口的双流量旋风吸尘器示出了势是一种有效的方法,用于收集在家庭中产生的粉尘。 摘要及关键词:吸尘器; 粉尘; 旋风分离器 引言 我们这个时代的很大一部分都花在了房子,工作场所,或其他建筑,因此,室内空间应该是既舒适情绪和卫生。但室内空气中含有超过室外空气因气密性的二次污染物,毒物,食品气味。这是通过使用产生在建筑中的新材料和设备。真空吸尘器为代表的家电去除有害物质从地板到地毯所用的商用真空吸尘器房子由纸过滤,预过滤器和排气过滤器通过洁净的空气排放到大气中。虽然真空吸尘器是方便在使用中,吸入压力下降说唱空转成比例地清洗的时间,以及纸过滤器也应定期更换,由于压力下降,气味和细菌通过纸过滤器内的残留粉尘。 图1示出了大气气溶胶的粒度分布通常是双峰形,在粗颗粒(>2.0微米)模式为主要的外部来源,如风吹尘,海盐喷雾,火山,从工厂直接排放和车辆废气排放,以及那些在细颗粒模式包括燃烧或光化学反应。表1显示模式,典型的大气航空的直径和质量浓度溶胶被许多研究者测量。精细模式在0.18?0.36 在5.7到25微米尺寸范围微米尺寸范围。质量浓度为2?205微克,可直接在大气气溶胶和 3.85至36.3μg/m3柴油气溶胶。

毕业设计外文翻译原文.

Optimum blank design of an automobile sub-frame Jong-Yop Kim a ,Naksoo Kim a,*,Man-Sung Huh b a Department of Mechanical Engineering,Sogang University,Shinsu-dong 1,Mapo-ku,Seoul 121-742,South Korea b Hwa-shin Corporation,Young-chun,Kyung-buk,770-140,South Korea Received 17July 1998 Abstract A roll-back method is proposed to predict the optimum initial blank shape in the sheet metal forming process.The method takes the difference between the ?nal deformed shape and the target contour shape into account.Based on the method,a computer program composed of a blank design module,an FE-analysis program and a mesh generation module is developed.The roll-back method is applied to the drawing of a square cup with the ˉange of uniform size around its periphery,to con?rm its validity.Good agreement is recognized between the numerical results and the published results for initial blank shape and thickness strain distribution.The optimum blank shapes for two parts of an automobile sub-frame are designed.Both the thickness distribution and the level of punch load are improved with the designed blank.Also,the method is applied to design the weld line in a tailor-welded blank.It is concluded that the roll-back method is an effective and convenient method for an optimum blank shape design.#2000Elsevier Science S.A.All rights reserved. Keywords:Blank design;Sheet metal forming;Finite element method;Roll-back method

英语翻译文章9.11

Person of the Year(Nancy Gibbs) Sept.11 delivered both a shock and a surprise---the attack, and our response to it----and we can argue forever over which mattered more. There has been so much talk of the goodness that erupted that day that we forget how unprepared we were for it. We did not expect much from a generation that had spent its middle age examining all the ways it failed to measure up to the one that had come before—all fat, no muscle, less a beacon to the world than a bully, drunk on blessings taken for granted. It was tempting to say that Sept. 11 changed all that, just as it is tempting to say that every hero needs a villain, and goodness needs evil as its grinding stone. But try looking a widow in the eye and talking about all the good that has come of this. It may not be a coincidence, but neither is it a partnership: good does not need evil, we owe no debt to demons, and the attack did not make us better.It was an occasion to discover what we already were. “Maybe the purpose of all this,” New York City Mayor Rudy Giuliani said at a funeral for a friend, “is to find out if America today is as strong as when we fought for our independence or when we fought for ourselves as a Union to end slavery or as strong as our fathers and grandfathers who fought to rid the world of Nazism.” The terrorists, he argues, were counting on our cowardice. They’ve learned a lot about us since then. And so have we. For leading that lesson, for having more faith in us than we had in ourselves, for being brave when required and rude where appropriate and tender without being trite, for not sleeping and not quitting and not shrinking from the pain all around him, Rudy Giuliani, Mayor of the World, is TIME’s 2001 Person of the Year.(From Time, December 31, 2001)

土木外文翻译原文和译文

A convection-conduction model for analysis of the freeze-thaw conditions in the surrounding rock wall of a tunnel in permafrost regions Abstract Based on the analyses of fundamental meteorological and hydrogeological conditions at the site of a tunnel in the cold regions, a combined convection-conduction model for air flow in the tunnel and temperature field in the surrounding has been constructed. Using the model, the air temperature distribution in the Xiluoqi No. 2 Tunnel has been simulated numerically. The simulated results are in agreement with the data observed. Then, based on the in situ conditions of sir temperature, atmospheric pressure, wind force, hydrogeology and engineering geology, the air-temperature relationship between the temperature on the surface of the tunnel wall and the air temperature at the entry and exit of the tunnel has been obtained, and the freeze-thaw conditions at the Dabanshan Tunnel which is now under construction is predicted. Keywords: tunnel in cold regions, convective heat exchange and conduction, freeze-thaw. A number of highway and railway tunnels have been constructed in the permafrost regions and their neighboring areas in China. Since the hydrological and thermal conditions changed after a tunnel was excavated,the surrounding wall rock materials often froze, the frost heaving caused damage to the liner layers and seeping water froze into ice diamonds,which seriously interfered with the communication and transportation. Similar problems of the freezing damage in the tunnels also appeared in other countries like Russia, Norway and Japan .Hence it is urgent to predict the freeze-thaw conditions in the surrounding rock materials and provide a basis for the design,construction and

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204/JOURNAL OF BRIDGE ENGINEERING/AUGUST1999

JOURNAL OF BRIDGE ENGINEERING /AUGUST 1999/205 ends.The stress state in each cylindrical strip was determined from the total potential energy of a nonlinear arch model using the Rayleigh-Ritz method. It was emphasized that the membrane stresses in the com-pression region of the curved models were less than those predicted by linear theory and that there was an accompanying increase in ?ange resultant force.The maximum web bending stress was shown to occur at 0.20h from the compression ?ange for the simple support stiffness condition and 0.24h for the ?xed condition,where h is the height of the analytical panel.It was noted that 0.20h would be the optimum position for longitudinal stiffeners in curved girders,which is the same as for straight girders based on stability requirements.From the ?xed condition cases it was determined that there was no signi?cant change in the membrane stresses (from free to ?xed)but that there was a signi?cant effect on the web bend-ing stresses.Numerical results were generated for the reduc-tion in effective moment required to produce initial yield in the ?anges based on curvature and web slenderness for a panel aspect ratio of 1.0and a web-to-?ange area ratio of 2.0.From the results,a maximum reduction of about 13%was noted for a /R =0.167and about 8%for a /R =0.10(h /t w =150),both of which would correspond to extreme curvature,where a is the length of the analytical panel (modeling the distance be-tween transverse stiffeners)and R is the radius of curvature.To apply the parametric results to developing design criteria for practical curved girders,the de?ections and web bending stresses that would occur for girders with a curvature corre-sponding to the initial imperfection out-of-?atness limit of D /120was used.It was noted that,for a panel with an aspect ratio of 1.0,this would correspond to a curvature of a /R =0.067.The values of moment reduction using this approach were compared with those presented by Basler (Basler and Thurlimann 1961;Vincent 1969).Numerical results based on this limit were generated,and the following web-slenderness requirement was derived: 2 D 36,500a a =1?8.6?34 (1) ? ??? t R R F w ?y where D =unsupported distance between ?anges;and F y =yield stress in psi. An extension of this work was published a year later,when Culver et al.(1973)checked the accuracy of the isolated elas-tically supported cylindrical strips by treating the panel as a unit two-way shell rather than as individual strips.The ?ange/web boundaries were modeled as ?xed,and the boundaries at the transverse stiffeners were modeled as ?xed and simple.Longitudinal stiffeners were modeled with moments of inertias as multiples of the AASHO (Standard 1969)values for straight https://www.360docs.net/doc/9c14470282.html,ing analytical results obtained for the slenderness required to limit the plate bending stresses in the curved panel to those of a ?at panel with the maximum allowed out-of-?atness (a /R =0.067)and with D /t w =330,the following equa-tion was developed for curved plate girder web slenderness with one longitudinal stiffener: D 46,000a a =1?2.9 ?2.2 (2) ? ? ? t R f R w ?b where the calculated bending stress,f b ,is in psi.It was further concluded that if longitudinal stiffeners are located in both the tension and compression regions,the reduction in D /t w will not be required.For the case of two stiffeners,web bending in both regions is reduced and the web slenderness could be de-signed as a straight girder panel.Eq.(1)is currently used in the ‘‘Load Factor Design’’portion of the Guide Speci?cations ,and (2)is used in the ‘‘Allowable Stress Design’’portion for girders stiffened with one longitudinal stiffener.This work was continued by Mariani et al.(1973),where the optimum trans-verse stiffener rigidity was determined analytically. During almost the same time,Abdel-Sayed (1973)studied the prebuckling and elastic buckling behavior of curved web panels and proposed approximate conservative equations for estimating the critical load under pure normal loading (stress),pure shear,and combined normal and shear loading.The linear theory of shells was used.The panel was simply supported along all four edges with no torsional rigidity of the ?anges provided.The transverse stiffeners were therefore assumed to be rigid in their directions (no strains could be developed along the edges of the panels).The Galerkin method was used to solve the governing differential equations,and minimum eigenvalues of the critical load were calculated and presented for a wide range of loading conditions (bedding,shear,and combined),aspect ratios,and curvatures.For all cases,it was demonstrated that the critical load is higher for curved panels over the comparable ?at panel and increases with an increase in curvature. In 1980,Daniels et al.summarized the Lehigh University ?ve-year experimental research program on the fatigue behav-ior of horizontally curved bridges and concluded that the slen-derness limits suggested by Culver were too severe.Equations for ‘‘Load Factor Design’’and for ‘‘Allowable Stress Design’’were developed (respectively)as D 36,500a =1?4?192(3)? ?t R F w ?y D 23,000a =1?4 ?170 (4) ? ? t R f w ?b The latter equation is currently used in the ‘‘Allowable Stress Design’’portion of the Guide Speci?cations for girders not stiffened longitudinally. Numerous analytical and experimental works on the subject have also been published by Japanese researchers since the end of the CURT project.Mikami and colleagues presented work in Japanese journals (Mikami et al.1980;Mikami and Furunishi 1981)and later in the ASCE Journal of Engineering Mechanics (Mikami and Furunishi 1984)on the nonlinear be-havior of cylindrical web panels under bending and combined bending and shear.They analyzed the cylindrical panels based on Washizu’s (1975)nonlinear theory of shells.The governing nonlinear differential equations were solved numerically by the ?nite-difference method.Simple support boundary condi-tions were assumed along the curved boundaries (top and bot-tom at the ?ange locations)and both simple and ?xed support conditions were used at the straight (vertical)boundaries.The large displacement behavior was demonstrated by Mi-kami and Furunishi for a range of geometric properties.Nu-merical values of the load,de?ection,membrane stress,bend-ing stress,and torsional stress were obtained,but no equations for design use were presented.Signi?cant conclusions include that:(1)the compressive membrane stress in the circumfer-ential direction decreases with an increase in curvature;(2)the panel under combined bending and shear exhibits a lower level of the circumferential membrane stress as compared with the panel under pure bending,and as a result,the bending moment carried by the web panel is reduced;and (3)the plate bending stress under combined bending and shear is larger than that under pure bending.No formulations or recommendations for direct design use were made. Kuranishi and Hiwatashi (1981,1983)used the ?nite-ele-ment method to demonstrate the elastic ?nite displacement be-havior of curved I-girder webs under bending using models with and without ?ange rigidities.Rotation was not allowed (?xed condition)about the vertical axis at the ends of the panel (transverse stiffener locations).Again,the nonlinear distribu-

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