节点文献
大型工业厂房纵向框架—剪力墙结构的拟动力试验研究
Experimental research on pseudo-dynamic test of R C frame-shear wall structure in large factory building
【摘要】 通过对大型火电厂主厂房纵向框—剪体系进行拟动力试验 ,研究了此类结构的受力特点、破坏过程、滞回特性、延性、位移反应及耗能能力 ,并提出了改进结构抗震耗能的建议 ;分析了结构构件合理的屈服顺序 ,通过对试验的骨架曲线进行回归分析 ,得出了结构刚度退化规律 .
【Abstract】 According to the model pseudo dynamic test of the longitudinal frame shear wall structure of main factory building in a large thermal power plant,the paper investigates the loading behavior,faiure proceeding ,ductility,energy consumption capacity,and the displacement behavior,and puts forward suggestions for improving the structural asseismic behavior. A rational yielding sequence of structural members are analyzed. Finally,the loss law of structural rigidity based on the regression to load displacement skeleton points of the test is obtained.
【关键词】 纵向框架—剪力墙;
拟动力试验;
抗震性能;
刚度退化;
【Key words】 longitudinal frame shear wall structure; pseudo dynamic test; anti seismic behavior; rigidity loss.;
【Key words】 longitudinal frame shear wall structure; pseudo dynamic test; anti seismic behavior; rigidity loss.;
【基金】 国家电力总公司基金资助项目
- 【文献出处】 西安建筑科技大学学报(自然科学版) ,Journal of Xi’an University of Architecture &technology , 编辑部邮箱 ,2002年01期
- 【分类号】TU398.2
- 【被引频次】13
- 【下载频次】136