型钢混凝土复合受扭构件的抗震性能研究

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1、苏州科技学院硕士学位论文目录2.4测点布置.............................................................................................162.4.1钢筋应变片布置..........................................................................162.4.2型钢应变片布置........................................................

2、..................172.4.3混凝土应变片布置.......................................................................182.5位移计和扭转角...................................................................................182.6实验加载方案介绍............................................................

3、....................202.6.1加载装置简介.............................................................................202.6.2加载方法....................................................................................202.7本章小结..........................................................

4、...................................20第三章十字形型钢混凝土柱破坏形态及应变分析..................................213.1裂缝开展规律及破坏特征......................................................................213.2纵筋应变分析...................................................................................

5、...293.3箍筋应变分析......................................................................................313.4混凝土应变分析...................................................................................323.4.1应变计算..................................................................

6、..................323.4.2主应变大小分析..........................................................................333.4.3主应变方向角.............................................................................353.5型钢应变分析研究...............................................................

7、.................363.6试件破坏机理简析................................................................................403.7本章小结.............................................................................................40第四章型钢混凝土柱复合受扭的抗震性能分析......................................

8、414.1滞回曲线分析.....................................................................................