山东建筑大学本科毕业设计说明书格式模板.doc

附件 2:本科毕业设计说明书(本科毕业论文) 题目: 空腹桁架钢框架结构受力性能分析及试验研究院(部): 土木工程学院专业: 土木工程班级: 土木 013 姓名: 张三学号: 2001888888 指导教师: 张九光完成日期: 2005 年 6月 30日小三,宋体小初,黑体。题目必须二选一:要么是设计说明书, 要么是论文四号,宋体, 写全称,下同正式打印时, 将此删除山东建筑大学毕业论文(或毕业设计说明书,二选一) I 目录摘要··································································Ⅲ ABSTRACT ····························································Ⅳ 1前言 空腹桁架钢框架的特点及研究意义········································1 空腹桁架钢框架的研究现状··············································3 现有研究的不足及本文的研究内容········································5 2 空腹桁架钢框架有限元建模及验证 引言··································································8 弹塑性分析方法简介···················································12 ANSYS 在空腹桁架钢框架弹塑性分析中的应用····························18 ANSYS 分析模型正确性检验············································20 ANSYS 分析模型概述················································21 ANSYS 分析模型概述·············································21 小结·································································21 3 空腹桁架钢框架受力性能有限元分析 引言·································································23 空腹桁架钢框架与普通钢框架力学性能对比·······························26 影响空腹桁架钢框架力学性能的因素·····································29 4 空腹桁架钢框架极限承载力试验研究 试验目的·····························································30 模型设计依据·························································32 试验概况·····························································35 试验过程描述·························································38 试验结果·····························································45 黑体,3号,居中两字中间空 2格一级标题,黑体,4号。两字间空 2 格。后面的“结论”、“谢辞”、“附录”中,两字间均空 2格手工格式化宋体,小4号, 倍行距目录最多列至三级标题。下级标题依次比上级标题缩进 1格目录及中外文摘要的页码使用Ⅰ、Ⅱ、Ⅲ……等符号连续编排,字体 Times New Roman ,小 5号所有的制表符前导符都手工格式化宋体,小 4号所有的页码都手工格式化为宋体, 小四号 ABSTRACT 手工格式化为 Times New Roman, 四号罗马字符表示的页码手工格式化为 Times New Roman, 小四号目录的宽度和页眉页脚线的宽度基本冲齐。生成目录的时候保持目录的默认宽度, 不要强制设定宽度正文部分的一级目录手工删除制表符前导符和页码部分山东建筑大学毕业论文(或毕业设计说明书,二选一) II