《送东阳马生序》《得道多助,失道寡助》原文、译文对照翻译及相关问题

《送东阳马生序》《得道多助,失道寡助》原文、译文对照翻译及相关问题
《送东阳马生序》《得道多助,失道寡助》原文、译文对照翻译及相关问题

送东阳马生序

1、余幼时即嗜学。嗜:喜欢,爱好

我小时候就爱好读书

2、家贫,无从致书以观,每假借于藏书之家,手自笔录,计日以还。

致:买书。假:借。笔:用笔

家里贫穷,没有办法买书回来读,常常向藏书的人家去借,借来就自己动手用笔抄写,计算着约定的日期按时归还。

3、天大寒,砚冰坚,手指不可屈伸,弗之怠。怠:懈怠

(有时)天气非常寒冷,砚池里的(水)结成很硬的冰,手指(冻僵)不能弯曲和伸直,也不放松抄书。

逾:超过

既:已经益:更

7、又患无硕师名人与游,尝趋百里外从乡之先达执经叩问。

患:担心,忧虑硕:大趋;奔向执:握持

又担心没有才学渊博的老师名人和他们交游,曾经跑到百里以外,捧着着经书向当地有道德有学问的前辈请教。

8、先达德隆望尊,门人弟子填其室,未尝稍降辞色。

色:脸色填:拥挤

前辈德高望重,向他请教的学生挤满了他的屋子,他从来没有把言辞放委婉些,把脸色放温和些。

9、余立侍左右,援疑质理,俯身倾耳以请;

援;引,提出质;询问

我站在他的身边,提出疑难,询问道理,弯下身子侧着耳朵向他请教;

10、或遇其叱咄,色愈恭,礼愈至,不敢出一言以复;

至:周到复:辩解

有时受到他大声斥责,(我的)态度更加恭敬,礼节更加周到,不敢说一句话来辩解

俟:等待

卒:终于

13、当余之从师也,负箧曳屣,行深山巨谷中,穷冬烈风,大雪深数尺,足肤皲裂而不知。

负:背曳:拖穷冬:严冬

当我去求师的时候,背着书箱,拖着鞋子,走在深山大谷里,严寒的冬天寒风凛冽,积雪有几尺深,脚上的皮肤因寒冷干燥而开裂我却不知道。

14、至舍,四支僵劲不能动,媵人持汤沃灌,以衾拥覆,久而乃和。

支:同“肢”汤:热水衾:被子

到了书馆,四肢冻僵不能动弹,服役的人拿热水给我浇洗,用被子围着盖着我,很久才暖和过来。

15、寓逆旅,主人日再食,无鲜肥滋味之享。

寓:居住日:每天再:两次食:提供伙食

寄居在旅店里,主人每天只提供两顿饭,没有新鲜肥美食品味道的享受。

16、同舍生皆被绮绣,戴朱缨宝饰之帽,腰白玉之环,左佩刀,右备容臭,烨然若神人。被:同“披”,穿腰:挂在腰间容臭:香袋

和我在一个书馆的同学们都穿着绣花的丝绸衣服,戴着用红缨和宝石装饰的帽子,腰上挂着用白玉制成的环,左边带着佩刀,右边挂着香袋,光彩照人好像神仙一样;

17、余则缊袍敝衣处其间,略无慕艳意。

缊:旧絮敝:破慕艳:羡慕

我却穿着破旧的衣服,生活在他们当中,一点也没有羡慕他们的心意。

20、今诸生学于太学,县官日有廪稍之供,父母岁有裘葛之遗,无冻馁之患矣;

遗:给予,赠送馁:饥饿

现在在太学里学习的各个学生,朝廷每天有米粮供给,父母每年给他们冬夏的衣服,没有受冻挨饿的担心

21、坐大厦之下而诵《诗》《书》,无奔走之劳矣;有司业、博士为之师,未有问而不告,求而不得者也;

;坐在大厦里面读书,没有奔走的劳苦了;有司业和博士当他们的老师,没有问题得不到回答,要求得不到满足的。

22、凡所宜有之书皆集于此,不必若余之手录,假诸人而后见也。

宜:应该假:借

凡是应该有的书都集中在这里,不必像我那样动手抄写,要向别人借来书才能看得到。23其业有不精,德有不成者,非天质之卑,则心不若余之专耳,岂他人之过哉?

天质:天资,人的智力卑:低下

他们的学业如果有不精通的地方,德行如果有不成器的地方,不是天资低下,就是用心不如我专一罢了,哪里是别人的过失呢?

24、东阳马生君则在太学已二年,流辈甚称其贤。

流辈:同辈的人

东阳马生君则,在太学中读书已经两年了,同辈人很称赞他的贤能。

26撰长书以为贽,辞甚畅达。

撰:写贽:初见面时为表敬意送的礼物

写了一封长信作为表示敬意的见面礼物,言辞很流畅通达。

27、与之论辨,言和而色夷。自谓少时用心于学甚劳。是可谓善学者也。

辨:同“辩”夷:平和

同他辩论问题,言语温和而脸色平和。他自己说少年时在学习上用心很劳苦,这可以说是善于学习的了。

28、其将归见其亲也,余故道为学之难以告之。

他将要回家探望他的父母,因此我讲讲求学的困难来告诉他。

相关问题:

一,作者在记述自己的求学经历,却大篇幅地写老师的严厉,作用是什么?

作者用反衬的手法,写老师的严厉是为了突出作者求师的诚恳,生动地表现了他的虔诚和恭敬的态度。突出了他求师的艰难。

二,文章从四个方面叙述了作者青少年时期求学的艰难。

幼时抄书之辛,成年叩问之难,从师奔走之艰,住读生活之苦。

三,结合全文,说说作者最终能够学业有成的三条理由(各用四个字概括)。

①刻苦学习②博览群书③虚心求教

四,思索作者的求学经历,就你感受最深的一点,谈谈所获得的启示。

围绕勤学苦学,览群书,尊师好学,家贫嗜学。

得道多助,失道寡助

2、三里之城,七里之郭,环而1攻之而2不胜。

环:包围而1:表修饰而2:表转折

三里的内城,七里的外城,包围起来攻打它,却不能取胜。

3、夫环而攻之,必有得天时者矣,然而不胜者,是天时不如地利也。

包围起来攻城它,必定有得天时的战机,然而不能取胜,这是有利的天时比不上有利的地势。

4、城非不高也,池非不深也,兵革非不坚利也,米粟非不多也,委而去之,是地利不如人和也。

池:护城河委:放弃而:表承接去:离开

城墙不是不高,护城河不是不深,兵器铠甲不是不坚利,粮食不是不多,但是,(可是敌人一来却)弃城逃离,这便是有利的地势比不上人心的团结。

5、故曰,域民不以封疆之界,固国不以山溪之险,威天下不以兵革之利。

故:所以域:限制以:靠,凭借

所以说,限制人民定居某一区域,不靠边境的界限。巩固国防不能靠山川的险阻,在天下树立威望,不靠武器装备的精良。

寡助之至,亲戚畔之。

之:到至:极点亲戚:内外亲属

帮助他的人少到了极点,连亲属都背叛他;

9、以天下之所顺,攻亲戚之所畔,故君子有不战,战必胜矣。

以:用有:或者

让天下人都归顺他的人去攻打连亲属都背叛他的人(必然所向无敌),所以,君子不战则已,战就一定胜利。

问题:

1、“天时不如地利,地利不如人和”是中心论点,“得道者多助,失道者寡助”是结论。

2、本文逐层论证,层层深入。文章第1段,开门见山提出中心论点,接着运用战例,分别论证了“天时不如地利”,“地利不如人和”,突出了“人和”的重要;第4段进一步阐发,说明,欲得“人和”,必先要“得道”,最后强调人心向背在战争中所起的作用,得出结论。全文紧紧围绕得“人和”这一中心,环环相扣,逐层推理,显示出极其严密的论证艺术和极强的逻辑性。

3、事例

(1)商汤伐夏桀,夏桀失道寡助,商汤得道多助。

(2)周武王姬发伐商纣,商纣王失道寡助。

(3)公元前209年,秦二世失道寡助,陈胜和吴广得道多助。

1外文文献翻译原文及译文汇总

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ASP外文翻译原文

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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

滕王阁序原文-翻译及赏析

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宋濂 余幼时即嗜学。家贫,无从致书以观,每假借于藏书之家,手自笔录,计日以还。天大寒,砚冰坚,手指不可屈伸,弗之怠。录毕,走送之,不敢稍逾约。以是人多以书假余,余因得遍观群书。既加冠,益慕圣贤之道。又患无硕师名人与游,尝趋百里外从乡之先达执经叩问。先达德隆望尊,门人弟子填其室,未尝稍降辞色。余立侍左右,援疑质理,俯身倾耳以请;或遇其叱咄,色愈恭,礼愈至,不敢出一言以复;俟其欣悦,则又请焉。故余虽愚,卒获有所闻。当余之从师也,负箧曳屣,行深山巨谷中,穷冬烈风,大雪深数尺,足肤皲裂而不知。至舍,四支僵劲不能动,媵人持汤沃灌,以衾拥覆,久而乃和。寓逆旅,主人日再食,无鲜肥滋味之享。同舍生皆被绮绣,戴朱缨宝饰之帽,腰白玉之环,左佩刀,右备容臭,烨然若神人;余则缊袍敝衣处其间,略无慕艳意。以中有足乐者,不知口体之奉不若人也。盖余之勤且艰若此。 今诸生学于太学,县官日有廪稍之供,父母岁有裘葛之遗,无冻馁之患矣;坐大厦之下而诵《诗》《书》,无奔走之劳矣;有司业、博士为之师,未有问而不告,求而不得者也;凡所宜有之书皆集于此,不必若余之手录,假诸人而后见也。其业有不精,德有不成者,非天质之卑,则心不若余之专耳,岂他人之过哉? 东阳马生君则在太学已二年,流辈甚称其贤。余朝京师,生以乡人子谒余。撰长书以为贽,辞甚畅达。与之论辨,言和而色夷。自谓少时用心于学甚劳。是可谓善学者矣。其将归见其亲也,余故道为学之难以告之。 翻译: 1、余幼时即嗜 ..学。 我小时候就特别爱好读书。 即:就。嗜:特别爱好。 2、家贫,无从致 ...书以.观, 家里穷,没有办法买书来读, 无从:没有办法。致:得到,这里是买的意思。以:来。 3、每假借于 ....藏书之家,

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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

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文献出处:Thronson P. Toward Comprehensive Reform of America’s Emergency Law Regime [J]. University of Michigan Journal of Law Reform, 2013, 46(2). 原文 TOWARD COMPREHENSIVE REFORM OF AMERICA’S EMERGENCY LAW REGIME Patrick A. Thronson Unbenownst to most Americans, the United States is presently under thirty presidentially declared states of emergency. They confer vast powers on the Executive Branch, including the ability to financially incapacitate any person or organization in the United States, seize control of the nation’s communications infrastructure, mobilize military forces, expand the permissible size of the military without congressional authorization, and extend tours of duty without consent from service personnel. Declared states of emergency may also activate Presidential Emergency Action Documents and other continuity-of-government procedures, which confer powers on the President—such as the unilateral suspension of habeas corpus—that appear fundamentally opposed to the American constitutional order.

滕王阁序原文及译文.

滕王阁序 王勃 豫章故郡,洪都新府。星分翼轸,地接衡庐。襟三江而带五湖,控蛮荆而引瓯越。物华天宝,龙光射牛斗之墟;人杰地灵,徐孺下陈蕃之榻。雄州雾列,俊采星驰。台隍枕夷夏之交,宾主尽东南之美。都督阎公之雅望,棨戟遥临;宇文新州之懿范,襜帷暂驻。十旬休假,胜友如云,千里逢迎,高朋满座。腾蛟起凤,孟学士之词宗;紫电青霜,王将军之武库。家君作宰,路出名区;童子何知,躬逢胜饯! 时维九月,序属三秋。潦水尽而寒潭清,烟光凝而暮山紫。俨骖騑于上路,访风景于崇阿。临帝子之长洲,得天人之旧馆。层台耸翠,上出重霄;飞阁翔丹,下临无地。鹤汀凫渚,穷岛屿之萦回,桂殿兰宫,列冈峦之体势。披绣闼,俯雕甍,山原旷其盈视,川泽纡其骇瞩。闾阎扑地,钟鸣鼎食之家;舸艦迷津,青雀黄龙之轴。云销雨霁,彩彻区明。落霞与孤鹜齐飞,秋水共长长天一色。渔舟唱晚,响穷彭蠡之滨,雁阵惊寒,声断衡阳之浦。 遥襟甫畅,逸兴遄飞。爽籁发而清风生,纤歌凝而白云遏。睢园绿竹,气凌彭泽之樽;邺水朱华,光照临川之笔。四美具,二难并。穷睇眄于中天,极娱游于暇日。天高地迥,觉宇宙之无穷;兴尽悲来,识盈虚之有数。望长安于日下,指吴会于云间。地势极而南溟深,天柱高而北辰远。关山难越,谁悲失路之人?萍水相逢,尽是他乡之客。怀帝阍而不见,奉宣室以何年?

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外文翻译原文

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/4d4987429.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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