毕业论文格式范例

毕业论文格式范例

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时间:2018-07-30

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1、惜光阴百日犹短,看众志成城拼搏第一;细安排一刻也长,比龙争虎斗谁为争锋?!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):商学院         专业:工商管理         班级:工商041         姓名:张三         学号:2004888888         指导教师:张九光     完成日期:2008年6月28日目录摘要··································································ⅢABSTRACT············

2、················································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···················································122.3ANSYS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····························

4、················202.4.1ANSYS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·································································233.2空腹桁架钢框架与普通钢

5、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模型设计依据·························································324.3试验

6、概况·····························································354.4试验过程描述·························································384.5试验结果·····························································454.6小结·································································555结论················

7、················································56谢辞··································································57参考文献·······························································58附录·············································

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