参考学习资料 建筑环境 山东建筑大学本科毕业设计说明书(论文) 学校格式.doc

PAGE

附件2：

小初，黑体。题目必须二选一：要么是设计说明书，要么是论文正式打印时，将此删除

小初，黑体。题目必须二选一：要么是设计说明书，要么是论文

正式打印时，将此删除

本科毕业设计说明书

（本科毕业论文）

小三，宋体

小三，宋体

题目：空腹桁架钢框架结构

受力性能分析及试验研究

四号，宋体，写全称，下同院（部）：土木工程学院

四号，宋体，写全称，下同

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

山东建筑大学毕业论文（或毕业设计说明书，二选一）

PAGEIV

一级标题，黑体，4

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

黑体，

黑体，3号，居中

两字中间空2格

TOC\o1-3\h\z\u摘要··································································Ⅲ

宋体，小4号，

宋体，小4号，1.5倍行距

1前言

1.1空腹桁架钢框架的特点及研究意义········································1

1.2空腹桁架钢框架的研究现状··············································3

1.3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

2.1引言··································································8

2.2弹塑性分析方法简介···················································12

2.3ANSYS在空腹桁架钢框架弹塑性分析中的应用····························18

2.4ANSYS分析模型正确性检验············································20

2.4.1ANSYS分析模型概述················································21

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ANSYS分析模型概述·············································21

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

2.5小结·································································21

3空腹桁架钢框架受力性能有限元分析

3.1引言·································································23

3.2空腹桁架钢框架与普通钢框架力学性能对比·······························26

3.3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

4.1试验目的·····························································30

4.2模型设计依据·························································32

4.3试验概况·····························································35

4.4试验过程描述·························································38

目录及中外文摘要的页码使用Ⅰ、Ⅱ

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TimesNewRoman，小5号

4.6小结·································································55

5结论································································56

谢辞···········