摘要
在框-剪结构中,剪力墙的合理布置对结构抗震有着重要影响,剪力墙合理数量的确定一直是国内外学者研究的课题。文章根据顶点位移的限值推导出框-剪结构抗震剪力墙数量的简化确定方法,可供工程设计时参考。
In the frame-shear wall structure, rational arrangement of shear walls on seismic structure has an important influence, the optimal quantity of shear wall has been identified as the subject of research scholars at home and abroad. This article deduces simplified method for determining quantity of frame-shear wall according to the top displacement limit values, which can be reference for engineering design.
出处
《价值工程》
2012年第21期125-126,共2页
Value Engineering
基金
河南省教育厅自然科学研究计划项目:框剪结构中剪力墙的布置对结构抗震性能的影响分析
项目编号:2011A560001
校级项目:框-剪结构体系中剪力墙合理数量研究编号(KYZR201210)
关键词
框架-剪力墙
数量
顶点位移
抗震
frame-shear wall
quantity
top displacement
anti-seismic
