毕业设计外文翻译模板毕业设计外文翻译模板篇一：毕业设计 外文翻译模板大 连 理 工 大 学 本 科 外 文 翻 译 专 业：学 生 姓 名： 学 号： 指 导 教 师： 完 成 日 期： 大连理工大学 Dalian University of Technology 外文翻译要求：1．毕业设计（论文）外文翻译的译文不得少于 5 千汉字 2．译文内容必须与题目（或专业内容）有关，且正式出版日期为近 5 年内的外文期刊 3．外文原文、译文应用标准 A4 纸单面打字成文 4．译文的基本格式与外文格式相同，页边距：上，下，左、右 ；页眉：，页眉：译文的中文题目，页脚：2cm文中标题为宋体，小四号，字体加粗 5．原文中的图、表等名称必须翻译，参考文献内容不翻译 6．外文翻译装订顺序：封面、外文原文、中文译文翻译外文的中文题目（宋体、三号、加粗） author（外文，不翻译，小三） 工作单位（中文，宋体、四号） 摘要：(原文中如果无摘要，此内容不写) 要求忠于原文，语意流畅 关键词： (黑体、小四) （此处空一行） 每段落首行缩进 2 个汉字；或者手动设置成每段落首行缩进 2 个汉字，字体：宋体，字号：小四，行距：多倍行距 ，间距：段前、段后均为 0 行，取消网格对齐选项。
图、表、公式如果不加入到译文中，则必须在相应位置空一行标出图名、表名或公式编号 参考文献：略（翻译到此为止，此行不省略） 篇二：毕业论文外文翻译格式毕业论文外文翻译格式 (XX-05-26 10:20:22) 转载 分类： 毕业论文写作规范 标 签： 杂 谈 根据《普通高等学校本科毕业设计（论文）指导》的内容，特对外文文献翻译提出以下要求： 一、翻译的外文文献一般为 1～2 篇，外文字符要求不少于万（或翻译成中文后至少在 3000 字以上） 二、翻译的外文文献应主要选自学术期刊、学术会议的文章、有关著作及其他相关材料，应与毕业论文（设计）主题相关，并作为外文参考文献列入毕业论文（设计）的参考文献并在每篇中文译文首页用“脚注”形式注明原文作者及出处，中文译文后应附外文原文 三、中文译文的基本撰写格式为题目采用小三号黑体字居中打印，正文采用宋体小四号字，行间距一般为固定值 20 磅，标准字符间距页边距为左 3cm，右，上下各，页面统一采用 A4 纸 四、封面格式由学校统一制作（注：封面上的“翻译题目”指中文译文的题目，附件 1 为一篇外文翻译的封面格式，附件二为两篇外文翻译的封面格式） ，若有两篇外文文献，请按“封面、译文一、外文原文一、译文二、外文原文二”的顺序统一装订。
毕业论文外文翻译格式要求 标签： 格式规范 分类： 教学相长 XX-02-26 16:20 标题（20 字以内，可用副标题补充说明，4 号黑体加粗.居中） (5 号空一行) 外文作者署名（Times New Roman5 号，居中） (5 号空一行)（外文翻译成中文的内容） （5 号宋体） (5 号空一行) 外文著录 （填写此项内容） （5 号宋体） 按照： 著录/ 题名/ 出版事项顺序排列注明 期刊——著者，题名，期刊名称，出版年，卷号（期号） ，起始页码 书籍——著者，书名，版次（第一版不标注） ，出版地，出版者，出版年，起始页码 说明：译文前面附被翻译的外文原件复印件，复印件用与论文稿纸相同大小的白纸（A4 纸张）复印 篇三：毕业设计外文翻译样本3D Abstract: Based on a typical multi-arch tunnel in a freeway, the fast Lagrangian analysis of continua in 3 dimensions(FLAC ) was used to calculate the surrounding rock deformation of the tunnel under which the effect of underground water seepage flow was taken into account or not. The distribution of displacement field around the multi-arch tunnel, which is influenced by the seepage field, was gained. The result indicates that the settlement values of the vault derived from coupling analysis are bigger when considering the seepage flow effect than that not considering. Through the contrast of arch subsidence quantities calculated by two kinds of computation situations, and the comparison between the calculated and measured value of tunnel vault settlement, it is found that the calculated value(? mm) derived from considering the seepage effect is more close to the measured value(? mm). Therefore, it is quite necessary to consider the seepage flow effect of the underground water in aquiferous stratum for multi-arch tunnel design. key words: multi-arch tunnel; underground water seepage flow; coupling flow and stress; surrounding rock deformation; vault settlement Influence of underground water seepage flow on surrounding rock deformation of multi-arch tunnel 1 Introduction With high speed development of our national economy, the highway is constructed on large-scale all around the country. Along the freeway from Changsha to Chongqing(one section of which is from Changde to Jishou), many tunnels have to be constructed. As these tunnels’s topography and geomorphic conditions are very complex and the rain is very rich, the invasion of underground water and surface water is a difficult problem in the tunnel construction and its future function. In the past railway and highway tunnel construction, some effective waterproof construction technologies were proposed. But the researches on the mechanism of coupling function of fluid and stress and its influence on tunnels are not enough. For example, LIU and CHENcalculated and analyzed the double-arch tunnel structure in water-eroded groove but did not consider the underground water seepage force. YANG et alstudied the earthquake response of large span and double-arch shallow tunnel, combining withdynamic stress but without underground water seepage stress. In fact, tunnel excavation forms two secondary stresses fields that can change the distribution of initial rock stress field and the [1?3]undergroundwater seepage field. And the seepage flow of underground water also has important influence on the stability of tunnel. Generally speaking, when the surface water seeps in underground, it will constitute the initial 4] seepage flow field together with the underground water. But after tunnel excavation the initial seepage flow field will be destructed. In order to achieve a new balance, it can produce a new seepage flow field around the tunnel with the underground water flowing into the tunnel. The pore-water pressure can change the stress field of [5] adjacent rock mass. This problem is the coupling flow and stress question on which some scholars study now. LI et alanalyzed the subsea tunnel with coupling process and LEE and NAM discussed the seepage flow force around the tunnel with coupling analysis. In order to know the effect of unde。