山东建筑大学毕业论文格式要求

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1、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，将此删除本科毕业设计说明书（本科毕业论文）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）：商学院专业：土木学院班级：土木101姓名：李四学号：2004888888指导教师：赵本山完成日期：2008年6月28日山东建筑大学毕业论文（或毕业设计说明书，二选一）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1格目录黑体，3号，居中两字中间空2格摘要········································

2、··························Ⅲ宋体，小4号，1.5倍行距ABSTRACT····························································Ⅳ1前言·································································11.1空腹桁架钢框架的特点及研究意义········································11.2空腹桁架钢框架的研究现状······································

3、········31.3现有研究的不足及本文的研究内容········································52空腹桁架钢框架有限元建模及验证····································82.1引言··································································82.2弹塑性分析方法简介···················································12IV山东建筑大学毕业论文（或毕业设计说明书，二选一）2.3ANS

4、YS在空腹桁架钢框架弹塑性分析中的应用····························182.4ANSYS分析模型正确性检验············································20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2.4.1ANSYS分析模型概述················································212.5小结·································································213空腹桁架钢框架受力性能有限

5、元分析·································233.1引言·································································233.2空腹桁架钢框架与普通钢框架力学性能对比·······························263.3影响空腹桁架钢框架力学性能的因素·····································294空腹桁架钢框架极限承载力试验研究·································304.1试验目的········

6、·····················································304.2模型设计依据·····················IV山东建筑大学毕业论文（或毕业设计说明书，二选一）····································324.3试验概况·····························································354.4试验过程描述·························································384.5

7、试验结果·····························································45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·································································555结论································································56谢辞···