改页眉后的附件山东建筑大学本科毕业设计说明书(论文)撰写格式模版.docVIP

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2017-03-26 发布于江苏
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改页眉后的附件山东建筑大学本科毕业设计说明书(论文)撰写格式模版.doc

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改页眉后的附件山东建筑大学本科毕业设计说明书(论文)撰写格式模版

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： 2014年6月10日目录摘要··································································Ⅲ ABSTRACT····························································Ⅳ 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 2.3 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 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 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 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··································································59 摘要空腹桁架钢框架是在钢框架的基础上，