山东建筑大学本科毕业论文 空腹桁架钢框架论文

山东建筑大学本科毕业论文 空腹桁架钢框架论文

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时间:2019-11-23

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1、本科毕业论文题目:院(部):管理工程学院专业:工程造价班级:造价1622姓名:学号:201602201056指导教师:完成日期:2016年11月15日山东建筑大学毕业论文目录摘要··································································ⅢABSTRACT····························································Ⅳ1前言1.1空腹桁架钢框架的特点及研究意义·······

2、·································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········································52空腹桁架钢框架有限元建模及验证2.1引言··································································82.2弹塑性分析方法

3、简介···················································122.3ANSYS在空腹桁架钢框架弹塑性分析中的应用····························182.4IV山东建筑大学毕业论文ANSYS分析模型正确性检验············································202.4.1ANSYS分析模型概述················································212.

4、4.1.1ANSYS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3.1引言·································································233.2空腹桁架钢框架与普通钢框架力学性能对比·······

5、························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4.1试验目的·····························································304.2模型设计依据·························································324.3试验概况IV山东建筑大

6、学毕业论文·····························································354.4试验过程描述·························································384.5试验结果·····························································454.6小结··········································

7、·······················555结论································································56谢辞··································································57参考文献·······························································58附录··················

8、················································59IV山东建筑大学毕业论文IV山东建筑大学毕业论文摘要空腹桁架钢框架是在钢框架的基础上,通过取消框架中间的柱子来增大结构的使用空间,同时为了不增大各个构件的截面尺寸,在框架的隔层增设腹板柱形成空腹桁架与钢框架组合的结构体系。由于在钢框架中增设腹板柱形成空腹桁架结构,进一步增强了结构的水平刚度和竖向刚度,同时提高了结构的整体工作性能,进而实现了结构的大跨度。本

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