框支短肢剪力墙斜柱转换结构配筋研究

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1、重庆大学硕士学位论文1.4%,andthelowerpartofthetransferbeamreinforcementratioshouldbe0.5%~0.7%.Keywords：Short-legshearwall,inclinedcolumnconversionofshort-legshearwall,ABAQUS,nonlinearfiniteelementanalysis,SeismicbehaviorIV目录目录中文摘要..............................................................

2、............................................................................I英文摘要.......................................................................................................................................III1绪论...........................................................

3、...........................................................................11.1概述..........................................................................................................................................10.7高层建筑的发展和特点................................................

4、...................................................10.8小高层建筑的发展和特点...............................................................................................20.9短肢剪力墙结构的研究...................................................................................................30.10框支

5、短肢剪力墙转换结构的研究...................................................................................40.11短肢剪力墙结构转换方法...............................................................................................51.2本文研究方法简介...............................................................

6、...................................................51.2.1结构工程研究方法简介...................................................................................................51.2.1CAE数值仿真技术简介..................................................................................................

7、.61.3本团队研究内容和目的..........................................................................................................62ABAQUS钢筋混凝土有限元理论研究...............................................................92.1计算模块的选择..................................................................

8、.................................