有哪些信誉好的足球投注网站- 1、本文档共13页，可阅读全部内容。
- 2、有哪些信誉好的足球投注网站（book118）网站文档一经付费（服务费），不意味着购买了该文档的版权，仅供个人/单位学习、研究之用，不得用于商业用途，未经授权，严禁复制、发行、汇编、翻译或者网络传播等，侵权必究。
- 3、本站所有内容均由合作方或网友上传，本站不对文档的完整性、权威性及其观点立场正确性做任何保证或承诺！文档内容仅供研究参考，付费前请自行鉴别。如您付费，意味着您自己接受本站规则且自行承担风险，本站不退款、不进行额外附加服务；查看《如何避免下载的几个坑》。如果您已付费下载过本站文档，您可以点击 这里二次下载。
- 4、如文档侵犯商业秘密、侵犯著作权、侵犯人身权等，请点击“版权申诉”（推荐），也可以打举报电话：400-050-0827(电话支持时间：9:00-18:30)。
查看更多
山东建筑大学本科毕业设计说明书撰写格式模版.
附件2：
本科毕业设计说明书
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
目 录
摘 要··································································Ⅲ
ABSTRACT····························································Ⅳ
1 前 言·································································1
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····································8
2.1 引言··································································8
2.2 弹塑性分析方法简介···················································12
2.3 ANSYS在空腹桁架钢框架弹塑性分析中的应用····························18
2.4 ANSYS分析模型正确性检验············································20
2.4.1 ANSYS分析模型概述················································21
2.5 小结·································································21
3 空腹桁架钢框架受力性能有限元分析·································23
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·································30
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
4.5 试验结果·····························································45
4.6 小结·································································55
5 结 论································································56
谢 辞··································································57
参考文献·······························································58
附 录···
文档评论（0）