建筑结构学报2011，Vol.32Issue(9)：107-114,8.
冷弯薄壁型钢混凝土剪力墙受剪承载力计算模型
Analytical model for predicting shear strength of cold-formed thin-walled steel reinforced concrete shear walls
摘要
Abstract
The failure process of steel-concrete composite structure,CTSRC（cold-formed thin-walled steel reinforced concrete） shear wall,which is different from that of RC wall,undergoes from integral wall to slit wall under horizontal seismic load.The behavior of CTSRC walls with shear span ratios less than 2.0 is identical to that of the integral wall before peak load.At peak load,the relative slippage perpendicular to the vertical crack takes place abruptly.Then the wall changes into slip walls.Based on the softened strut-and-tie model,a new analytical model called the softened strut-and-slip model was proposed and used to calculate the shear strength.It is found that the model can reproduce the test results with satisfactory agreement.The softened strut-and-slip model can provide beneficial insights into the shear behavior of CTSRC walls,and can determine the shear strength accurately.关键词
冷弯薄壁型钢混凝土剪力墙/受剪承载力/拉压杆模型/滑移Key words
cold-formed thin-walled steel reinforced concrete shear wall/shear strength/strut and tie model/slip分类
建筑与水利引用本文复制引用
初明进,冯鹏,叶列平..冷弯薄壁型钢混凝土剪力墙受剪承载力计算模型[J].建筑结构学报,2011,32(9):107-114,8.基金项目
国家自然科学基金项目 （）
长江学者和创新团队发展计划项目 （）
山东省自然科学基金项目 （）
