压型钢板混凝土组合楼板抗震性能的理论分析和试验研究  

EXPERIMENTAL STUDY AND NONLINEAR FINITE ELEMENT ANALYSIS ON SEISMIC BEHAVIOR OF STEEL DECK-CONCRETE COMPOSITE SLABS

作　　者：周学军[1] 宋杰[2] 

机构地区：[1]山东建筑大学,济南250101 [2]同济大学土木工程学院,上海200092

出　　处：《钢结构》2009年第10期28-31,共4页Steel Construction

基　　金：山东省中青年科学家奖励基金项目(2004BS04012);山东省重大科技专项项目(2005GG21006001)

摘　　要：采用拟静力试验方法对组合楼板在循环荷载作用下的受力性能进行试验研究,并由此得到组合楼板的滞回曲线、骨架曲线及荷载和挠度的特征值。试验结果表明,采用可靠构造措施的压型钢板和混凝土组合作用明显,在不失较高承载力的同时,组合楼板仍具有良好的抗震性能。同时还对试验板件进行了非线性有限元分析,计算结果与试验数据吻合良好。The mechanical behavior of composite slabs under cyclic load is studied through experiments. Based on the experiments, the hysteresis loop, skeleton curve and eigenvalues are obtained. The experimental results indicate that with the reliable construction measures, the composite slabs can have good seismic performances, without losing high load bearing capacity. In addition, the nonlinear finite element analysis has been done to the tested composite slabs and the analytical results agree well with those of the tests.

关 键 词：组合楼板 试验研究 抗震性能 非线性有限元分析 

分 类 号：TU398.9[建筑科学—结构工程]