转换层上、下刚度比对框支剪力墙结构抗震性能的影响  

The Effect of Ratio of Stiffness on Seismic Behavior ofShear Wall Structure with Supporting Frames

作　　者：黄勤勇[1] 吕西林[1] 

机构地区：[1]同济大学,上海200092

出　　处：《结构工程师》2003年第1期17-23,共7页Structural Engineers

摘　　要：本文通过一幢高 1 0 0 .5m的高层建筑在不同落地剪力墙墙厚时的空间分析结果 ,详细阐述了转换层上、下刚度比对框支剪力墙结构抗震性能的影响 ,得出了一些有意义的结论 。This paper investigates the effect of ratio of stiffness on seismic behavior of shear wall structure with supporting frames when the thickness of the shear wall linked with the ground varies. Some useful conclusions are obtained for references in the design of tall buildings with transfer story.

关 键 词：结构抗震 转换层 框支剪力墙 刚度比 高层建筑 抗震 

分 类 号：TU398.2[建筑科学—结构工程]