节点文献
钢框架-带缝钢板剪力墙抗震性能的有限元分析
Analysis on Seismic Property of Steel Frame-steel Plate Shear Wall with Slit
【摘要】 对钢框架-带缝钢板剪力墙在EL Centro波、400cm/s2加速度作用下的内填板厚度对其抗震性能的影响进行了分析。结果表明,内填板的厚度对钢框架-带缝钢板剪力墙的抗震性能有很大影响。随着内填板厚的减少,顶点位移、基底剪力增加,滞回曲线的面积变大。
【Abstract】 The finite element analysis on steel frames-steel plate shear wall with slit on the seismicwaves,EL Centro,400 cm/s2 are conducted.The results showed that the thickness of steel plate has a significant impact on seismic performance on the steel frame-steel plate shear wall with slit.With the thickness decreasing,the vertex displacement and base shear increase,and the size of hysteresis curves become larger.
【关键词】 钢框架-带缝钢板剪力墙;
厚度;
抗震性能;
【Key words】 steel frames-steel plate shear wall with slit thickness seismic performance;
【Key words】 steel frames-steel plate shear wall with slit thickness seismic performance;
- 【文献出处】 科学技术与工程 ,Science Technology and Engineering , 编辑部邮箱 ,2009年12期
- 【分类号】TU391
- 【被引频次】4
- 【下载频次】170