钢管混凝土框架-钢板组合剪力墙结构体系抗震性能分析

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1、哈尔滨工业大学工学硕士学位论文3.1引言...........................................................................................................303.2Pushover分析的基本原理..........................................................................303.3目标位移的确定.........................

2、...............................................................323.4构件塑性铰的定义与设置.........................................................................343.5侧向荷载分布模式对结构体系的影响......................................................363.5.1侧向荷载分布选取的原则.............

3、.....................................................363.5.2四种侧向荷载分布模式......................................................................373.5.3几种侧向荷载分布模式的比较...........................................................383.6组合剪力墙的参数对于结构弹塑性性能影响...............

4、...........................423.6.1组合剪力墙高厚比对结构弹塑性力学性能的影响............................423.6.2组合剪力墙跨高比对结构弹塑性力学性能的影响............................503.6.3组合剪力墙布置位置对结构体系的影响...........................................573.7塑性铰的发展全过程分析....................................

5、.....................................613.8本章小结....................................................................................................63第4章结构体系动力时程分析..........................................................................644.1概述................

6、...........................................................................................644.2地震波的选取............................................................................................654.3组合剪力墙抗侧刚度对结构抗震性能的影响........................................

7、..664.4组合剪力墙屈服强度对结构抗震性能的影响..........................................714.5结构的塑性铰发展分析.............................................................................774.6结构协同工作过程分析.............................................................................794.7本

8、章小结....................................................................................................83结论.......................................................................................