摘要
通过对一个8层双肢对称短肢剪力墙1/7缩尺的模型的低周反复试验,分析短肢剪力墙中肢强系数、整体性系数、翼缘宽度、连梁配筋对剪力墙结构弹塑性性能的影响。根据荷载-侧移曲线以及各参数影响的分析,得出结论。
Through the experiment of an eight floor shear wall model at the ratio 1-7 with two short symmetric leg under monotonic and cyclic reversed loading, the paper showed the influence of the pier strength coefficient, the integrative coeffi- cient, the width of flange, the steel ration on the elasticity and plasticity in shear wall structure. Depending on the curve of load-lateral displacement and the analysis of all parameters, some conclusions were proposed for engineering designer.
出处
《武汉理工大学学报》
EI
CAS
CSCD
北大核心
2008年第8期122-125,共4页
Journal of Wuhan University of Technology
关键词
短肢剪力墙
低周反复试验
参数
shear wall with short leg
monotonic cyclic rever
loading
parameter
