[高分悬赏，急！]请大家帮忙给一段原版电影的精彩对白（英文，最好是著名电影） 高分悬赏，寻英语高手帮忙给我翻译一段英文资料，还有后续部分，...
\u8dea\u6c42\uff1a\u63a8\u8350\u51e0\u4e2a\u9002\u54085~6\u4eba\u8868\u6f14\u7684\u82f1\u6587\u7535\u5f71\u7247\u6bb5\uff01\u6025\uff01\uff01\uff01\u5404\u4f4d\u670b\u53cb\u5e2e\u4e2a\u5fd9\uff0c\u9ad8\u5206\u60ac\u8d4f\u76d7\u68a6\u7a7a\u95f4\u4e2d\u7684\u76d7\u68a6\u5c0f\u7ec4\u3002
\u9053\u59c6\u00b7\u67ef\u5e03(Dom Cobb) ( \u83b1\u6602\u7eb3\u591a\u00b7\u8fea\u5361\u666e\u91cc\u5965 \u9970)
\u7b51\u68a6\u5e08\u00b7\u963f\u745e\u8fbe\u59ae ( \u827e\u4f26\u00b7\u4f69\u59ec \u9970)
\u76d7\u68a6\u8005\u963f\u745f ( \u7ea6\u745f\u592b\u00b7\u9ad8\u767b\u00b7\u83b1\u7ef4\u7279 \u9970)
\u76d7\u68a6\u8005\u7eb3\u4ec0 ( \u5362\u5361\u65af\u00b7\u54c8\u65af \u9970)
\u836f\u5242\u5e08\u7ea6\u745f\u592b ( \u8fea\u5229\u666e\u00b7\u52b3 \u9970)
\u6700\u8fd1\u7684\u7247\u5b50\uff0c\u5927\u5bb6\u4e5f\u6bd4\u8f83\u719f\u6089\uff0c\u5bb9\u6613\u5171\u9e23\u3002
\u7edf\u8ba1\u5206\u6790\u7684\u5c40\u9650\u4e0e\u6700\u5927\u7684\u5f3a\u5ea6\u76f8\u5173\u8054\u7684\u9ad8\u5f3a\u5ea6\u6df7\u51dd\u571f\u6a21\u578b\u4e0d\u786e\u5b9a\u6027\u3001 \u5ef6\u5c55\u6027\u548c\u97e7\u6027\u9ad8\u5f3a\u5ea6\u6df7\u51dd\u571f\u53d7\u5236\u4e8e\u76f4\u7ebf\u5173\u7cfb\u7edf\u8ba1\u662f quantif ied \u5341\u5206\u6790\u6a21\u578b\u3002\u8fd9\u4e9b\u6a21\u578b\u5e94\u7528\u4e8e\u9884\u6d4b 108 \u5927\u578b\u6807\u672c\u5355\u8f74\u538b\u7f29\u6d4b\u8bd5\u7684\u7ed3\u679c\u3002\u5b9e\u8bc1\u6a21\u578b\u63d0\u8bae stressstrain \u66f2\u7ebf\u7684\u9886\u5e26\u7ea6\u675f\u9ad8\u5f3a\u6df7\u51dd\u571f\u7684\u5b8c\u6574\u8bf4\u660e\uff0c\u5e76\u8bc1\u660e\u662f\u5f88\u597d\u7684\u534f\u8bae\uff0c\u4e0e\u4e0a\u8ff0\u6570\u636e\u4e2d\u3002L'incertitude \u675c mod\u00e8le \u76f8\u5bf9\u4e8e\u5fb7\u62c9\u7231\u56fd\u62b5\u6297\u3001 de la ductilit\u00e9 et de la duret\u00e9 \u675c b\u00e9ton \u00e0 \u4e0a\u7231\u56fd\u62b5\u6297 confin\u00e9 par \u7535\u67a2 transversale rectangulaire est \u00e9valu\u00e9e \u5012\u8fea\u514b\u65af\u5c55\u73b0 de calcul\u3002Ces \u5c55\u73b0 sont utilis\u00e9s \u5012 \u00e9valuer \u83b1 r\u00e9sultats de 108 sp\u00e9cimens \u00e0 \u683c\u5170\u5fb7 \u00e9chelle \u5148\u751f\u6839\u636e\u5c0f\u7ec4 aux sollicitations de \u538b\u7f29 uniaxiale\u3002\u8054\u5408\u56fd mod\u00e8le empirique est \u536b\u6d74 propos\u00e9 \u5012\u62c9\u8bf4\u660e compl\u00e8te \u5fb7\u62c9\u5e93\u5c14\u5e03\u7b2c\u4e09\u8005-d\u00e9formation \u675c b\u00e9ton \u00e0 \u4e0a\u7231\u56fd\u62b5\u6297 confin\u00e9 par \u7535\u67a2 transversale\u3001 et elle se \u7279\u9c81\u97e6 en \u90a6\u7ed9\u4e88 avec \u83b1 r\u00e9sultats exp\u00e9rimentaux cit\u00e9s cidessus\u30021.\u5728\u5ba1\u67e5\u7684\u6750\u6599\u5efa\u9020\u4e1a\u4e2d\u7684\u5e94\u7528\u4e0e\u7814\u7a76\u9ad8\u5f3a\u5ea6\u6df7\u51dd\u571f (HSC) \u7684\u4ecb\u7ecd\u5f88\u660e\u663e\u6709\u7cfb\u7edf\u7684\u8bd5\u9a8c\u7814\u7a76\uff0c\u4ee5\u53ca\u8d8a\u6765\u8d8a\u591a\u7684\u91c7\u7528\u7684\u8fd9\u79cd\u65b0\u6750\u6599\u3002\u8fc7\u53bb\u591a\u5e74\u6765\u4e86\u5927\u91cf\u7684\u7814\u7a76\u5de5\u4f5c\u8fdb\u884c\u5bf9\u9ad8\u5f3a\u6df7\u51dd\u571f\u529b\u5b66\u6027\u80fd\u3002\u8fd9\u9879\u5de5\u4f5c\u662f HSC \u662f\u7528\u4e8e\u5e7f\u6cdb\u5728\u4e0d\u4e45\u7684\u5c06\u6765\uff0c\u5982\u9ad8\u5c42\u5efa\u7b51\u3001 \u5927\u8de8\u5ea6\u6865\u6881\u3001 \u96a7\u9053\u3001 \u7f50\u4f53\u3001 \u7ed3\u6784\u548c\u6d77\u4e0a\u5e73\u53f0\u7684\u6750\u6599\u7684\u9884\u6d4b\u7ed3\u679c\u3002\u5c3d\u7ba1\u5728\u571f\u5efa\u5de5\u7a0b\u4e2d\u7684\u5229\u7528 HSC \u7684\u5174\u8da3\u4e0d\u65ad\u589e\u52a0\uff0c\u4e3a\u4e86\u5229\u7528\u5168\u9762\u53ca\u8be6\u7ec6\u8bb0\u5f55\u9700\u8981\u989d\u5916\u4fe1\u606f\u6280\u672f\u7ecf\u6d4e\u6548\u76ca\u5728\u5730\u9707\u4e2d\u7684\u53d7\u5230\u5a01\u80c1\u7684\u5730\u533a\uff0c\u529b\u91cf\u4ee5\u53ca\u5ef6\u6027\u662f\u6700\u91cd\u8981\u3002\u5b83\u4e00\u76f4\u88ab\u516c\u8ba4\u540e\u8005\u7684\u4e24\u4e2a\u53c2\u6570\u5927\u5e45\u589e\u52a0\u7684\u5e94\u6fc0\u72b6\u6001\u65f6\u4e09\u8f74\u538b\u7f29 \uff08\u7ea6\u675f\u6df7\u51dd\u571f\uff09\u3002\u56e0\u6b64\uff0c\u7531\u4e8e\u9ad8\u5f3a\u6df7\u51dd\u571f\u7684\u8f74\u538b\u4e0b\u7684\u8106\u6027\u6027\u8d28\uff0c\u6a2a\u5411\u52a0\u56fa\u7684\u5b58\u5728\u6210\u4e3a\u6bd4\u6b63\u5e38\u5f3a\u5ea6\u6df7\u51dd\u571f\u540c\u884c\u66f4\u91cd\u8981\u3002\u7ea6\u675f\u6df7\u51dd\u571f\u7684\u95ee\u9898\u957f\u65f6\u95f4\u88ab\u8ba4\u53ef\u548c\u8c03\u67e5\u8fc7\u53bb\u7684\u5b9e\u9a8c\u548c\u5206\u6790\u3002\u51e0\u79cd\u9694\u79bb\u6a21\u5f0f\u5df2\u6b63\u5e38\uff0c\u4ee5\u53ca\u9ad8\u5f3a\u5ea6\u6df7\u51dd\u571f\u7684\u5e94\u529b-\u5e94\u53d8\u884c\u4e3a\u7684\u9884\u6d4b\u3002\u6240\u6709\u5efa\u8bae\u7684\u6a21\u5f0f\u57fa\u4e8e\u4ee5\u524d\u7684\u5b9e\u9a8c\u5de5\u4f5c\u51e0\u4e2a\u53c2\u6570\uff0c\u6765\u81ea\u4e8e\u7edf\u8ba1\u5904\u7406\u7684\u7ed3\u679c\u3002
Statistical analysis of confined high strength concrete Model uncertainty associated with the maximum strength, ductility and toughness of high strength concrete confined by rectilinear ties is statistically quantif ied for ten analytical models . These models are applied to predict the results of 108 large-scale specimens tested under uniaxial compression . An empirical model is proposed for the complete description of the stressstrain curve of tie-confined high strength concrete and proves to be in good agreement with the aforementioned data . L\u2019incertitude du mod\u00e8le vis-\u00e0-vis de la r\u00e9sistance, de la ductilit\u00e9 et de la duret\u00e9 du b\u00e9ton \u00e0 haute r\u00e9sistance confin\u00e9 par armature transversale rectangulaire est \u00e9valu\u00e9e pour dix mod\u00e8les de calcul . Ces mod\u00e8les sont utilis\u00e9s pour \u00e9valuer les r\u00e9sultats de 108 sp\u00e9cimens \u00e0 grande \u00e9chelle soumis aux sollicitations de compression uniaxiale . Un mod\u00e8le empirique est ensuite propos\u00e9 pour la description compl\u00e8te de la courbe contrainte - d\u00e9formation du b\u00e9ton \u00e0 haute r\u00e9sistance confin\u00e9 par armature transversale, et elle se trouve en bon accord avec les r\u00e9sultats exp\u00e9rimentaux cit\u00e9s cidessus . 1 . INTRODUCTION In reviewing the research on high strength concrete (HSC) and the applications of the material in the construction industry it is noticeable that there is a systematic experimental investigation, as well as an increasing adoption of this new material . Over the last years a considerable amount of research work has been carried out on the mechanical properties of HSC . This effort was a result of the forecasts that HSC is the material to be used widely in the near future, in structures such as high-rise buildings, long-span bridges, tunnels, tanks, and offshore platforms . Despite the growing interest in utilising HSC in civil engineering works, additional information is needed in order to exploit in full its well-documented technical and economical benefits in earthquake threatened areas, where strength as well as ductility are of primary importance . It has long been recognised that the latter two parameters increase substantially whenever the state of stress is triaxial compression (confined concrete) . Hence, due to the brittle nature of HSC under axial compression, the presence of lateral reinforcement becomes more significant than in normal strength concrete counterparts . Problems of confined concrete have long been recognised and investigated both experimentally and analytically in the past . Several confinement models have been developed to predict the stress-strain behaviour of normal, as well as high strength concrete . All the proposed models are based on previous experimental work where several parameters have been derived from the statistical processing of the results ..!
（Rose:Jack,我爱你!）
Jack: Don't you do that, don't say your good-byes.
（Jack:别那样,不说再见,坚持下去,你明白吗?）
Rose: I'm so cold.
（Rose:我很冷。）
Jack: Listen Rose. You're gonna get out of here, you're gonna go on and make lots of babies, and your gonna watch them grow. You're gonna die an old... an old lady warm in her bed, but not here not this night. Not like this do you understand me?
（Jack:听着, Rose,...你一定能脱险,活下去... 生很多孩子,看着他们长大, 你会安享晚年...安息在暖和的床上, 而不是在这里, 不是今晚,不是这样死去,明白吗?）
Rose: I can't feel my body.
（Rose:我身体已经麻木了。）
Jack: Winning that ticket, Rose, was the best thing that ever happened to me... it brought me to you. And I'm thankful for that, Rose. I'm thankful. You must do me this honor, Rose. Promise me you'll survive. That you won't give up, no matter what happens, no matter how hopeless. Promise me now, Rose, and never let go of that promise.
（Jack:赢得船票...是我一生最幸运的事, 让我可认识你,认识你真荣幸,万分荣幸, 你一定要帮我,答应我活下去, 答应我,你不会放弃...无论发生什么事,无论环境怎样... Rose,答应我,千万别忘了。）
Rose: I promise.
（Rose:我答应你。)
Jack: Never let go.
(Jack:不要食言。)
Rose: I'll never let go. I'll never let go, Jack.
（Rose:我永不食言，永不食言，Jack。）
其它精彩对白：
You jump, I jump
你跳我就跳
To make each day count.
要让每一天都有所值。
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All life is a game of luck.
生活本来就全靠运气。
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We're women. Our choices are never easy.
我们是女人,我们的选择从来就不易。
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Jack：I figure life is a gift and I don't intend on wasting it. You never know what hand you're going to get dealt next. You learn to take life as it comes at you….
Jack：我觉得生命是一份礼物,我不想浪费它,你不会知道下一手牌会是什么,要学会接受生活。
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God shall wipe away all the tears from their eyes, and there shall be no more death. Neither shall there be sorrow or dying, neither shall there be any more pain, for the former world has passed away.
上帝擦去他们所有的眼泪，死亡不再有,也不再有悲伤和生死离别,不再有痛苦,因往事已矣.
Rose: I love you Jack.
（Rose:Jack,我爱你!）
Jack: Don't you do that, don't say your good-byes.
（Jack:别那样,不说再见,坚持下去,你明白吗?）
Rose: I'm so cold.
（Rose:我很冷。）
Jack: Listen Rose. You're gonna get out of here, you're gonna go on and make lots of babies, and your gonna watch them grow. You're gonna die an old... an old lady warm in her bed, but not here not this night. Not like this do you understand me?
（Jack:听着, Rose,...你一定能脱险,活下去... 生很多孩子,看着他们长大, 你会安享晚年...安息在暖和的床上, 而不是在这里, 不是今晚,不是这样死去,明白吗?）
Rose: I can't feel my body.
（Rose:我身体已经麻木了。）
Jack: Winning that ticket, Rose, was the best thing that ever happened to me... it brought me to you. And I'm thankful for that, Rose. I'm thankful. You must do me this honor, Rose. Promise me you'll survive. That you won't give up, no matter what happens, no matter how hopeless. Promise me now, Rose, and never let go of that promise.
（Jack:赢得船票...是我一生最幸运的事, 让我可认识你,认识你真荣幸,万分荣幸, 你一定要帮我,答应我活下去, 答应我,你不会放弃...无论发生什么事,无论环境怎样... Rose,答应我,千万别忘了。）
Rose: I promise.
（Rose:我答应你。)
Jack: Never let go.
(Jack:不要食言。)
Rose: I'll never let go. I'll never let go, Jack!!!!
（Rose:我永不食言，永不食言，Jack。）
<Forrest Gump>
http://search3.btchina.net/btsearch.php?query=%B0%A2%B8%CA%D5%FD%B4%AB&type=0
Gump:Jenny, why didn’t you come to school today?
Jenny:Daddy’s taking a nap.Come on!
Jenny's Father:Jenny, where’d you run to? You better get back here, girl!Where you at?Jenny! Jenny, where you at?
Jenny:Pray with me, Forrest. Pray with me.Dear God, make me a bird so I can fly far, far, far away from here.Dear God, make me a bird so I can fly far…
Gump:Mama always said God is mysterious.He didn’t turn Jenny into a bird that day.Instead, he had the police say Jenny didn’t have to stay in that house no more.She was to live with her grandma, just over on Creekmore Avenue, which made me happy, ‘cause she was so close.Some nights, Jenny’d sneak out and come on over to my house, just ‘cause she said she was scared. Scared of what, I don’t know.But I think it was her grandma’s dog. He was a mean dog.Anyway, Jenny and me was best friends all the way up through high school.
Jack: Winning that ticket, Rose, was the best thing that ever happened to me... it brought me to you. And I'm thankful for that, Rose. I'm thankful. You must do me this honor, Rose. Promise me you'll survive. That you won't give up, no matter what happens, no matter how hopeless. Promise me now, Rose, and never let go of that promise.
（Jack:赢得船票...是我一生最幸运的事, 让我可认识你,认识你真荣幸,万分荣幸, 你一定要帮我,答应我活下去, 答应我,你不会放弃...无论发生什么事,无论环境怎样... Rose,答应我,千万别忘了。）
绛旓細no matter how hopeless. Promise me now, Rose, and never let go of that promise.锛圝ack:璧㈠緱鑸圭エ...鏄垜涓鐢熸渶骞歌繍鐨勪簨, 璁╂垜鍙璇嗕綘,璁よ瘑浣犵湡鑽ｅ垢,涓囧垎鑽ｅ垢, 浣犱竴瀹氳甯垜,绛斿簲鎴戞椿涓嬪幓, 绛斿簲鎴,浣犱笉浼氭斁寮...鏃犺鍙戠敓浠涔堜簨,鏃犺鐜鎬庢牱... Rose,绛斿簲鎴,鍗冧竾鍒繕浜嗐傦級Rose: I...
绛旓細2.鎶芥煡鍏ュ簱鍗曪紝骞堕獙璇佸叾鏄惁宸插叆璐︺3.瀵瑰瓨璐ц繘琛岀洏鐐癸紝妫鏌ユ槸鍚︽湁宸插叆搴撲絾鏈叆璐︾殑瀛樿揣銆4.妫鏌ラ噰璐鍗曪紝鎸戝嚭宸插埌渚涜揣鏈熶絾浠嶆湭鏀惰揣鐨勯噰璐鍗曪紝璇㈤棶鐩稿叧浜哄憳鏈敹璐х殑鍘熷洜銆
绛旓細姘戜富鐩戠潱:銆婁腑鍥戒汉姘戞斂娌诲崗鍟嗕細璁珷绋嬨嬶紙绠绉般婃斂鍗忕珷绋嬨嬶級绗竴绔犵浜屾潯鏄庣‘瑙勫畾锛氫腑鍥戒汉姘戞斂娌诲崗鍟嗕細璁叏鍥藉鍛樹細鍜屽湴鏂瑰鍛樹細鐨勪富瑕佽亴鑳芥槸鏀挎不鍗忓晢銆佹皯涓荤洃鐫ｃ佸弬鏀胯鏀...姘戜富鐩戠潱鏄鍥藉瀹硶銆佹硶寰嬪拰娉曡鐨勫疄鏂斤紝閲嶅ぇ鏂归拡鏀跨瓥鐨勮疮褰绘墽琛屻佸浗瀹舵満鍏冲強鍏跺伐浣滀汉鍛樼殑宸ヤ綔锛岄氳繃寤鸿鍜屾壒璇勮繘琛岀洃鐫ｃ傛皯涓荤鐞...
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