欢迎来到天天文库
浏览记录
ID:6571098
大小:803.00 KB
页数:13页
时间:2018-01-18
《山东建筑大学本科毕业设计说明书撰写格式模版》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、附件2:小初,黑体。正式打印时,将此删除本科毕业设计说明书小三,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设计说明书一级标题,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··································································Ⅲ宋体,小4号,1.5倍行距
2、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··············································31.3现有研究的不足及本文的研究内容···············
3、·························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山东建筑大学毕业设计说明书2.3ANSYS在空腹桁架钢框架弹塑性分析中的应用····························182.4ANS
4、YS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元分析·································233.1引言··············
5、···················································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·····························································304.2模
6、型设计依据···························IV山东建筑大学毕业设计说明书······························324.3试验概况·····························································354.4试验过程描述·························································384.5试验结果·····························································45目录及中外
7、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·······························································
此文档下载收益归作者所有