结构工程师2013，Vol.29Issue(1)：130-135,6.
钢管混凝土边框内藏钢板剪力墙抗震试验与分析
Seismic Test and Analysis of Embedded Steel Plate Concrete Shear Walls in the Exterior Bay of a Concrete Filled Square Steel Tube Column Frame
摘要
Abstract
A series of tests were conducted on shear wall members in the exterior bay of a concrete filled square steel tube column (CFST) frame, which includes 3 specimens of the steel plate shear wall and 3 specimens of the embedded steel plate concrete shear wall. Testing results, including mechanical characteristics and load bearing capacities of these two kinds of shear walls, were analyzed. FEM simulation was implemented by using the software ABAQUS. The results of FEM simulation agree well with those from the experiments. The results show that the steel plate shear wall with CFST columns has good ductility. Compared with the steel plate shear wall with CFST columns, the load bearing capacity and the stiffness of the embedded steel plate concrete shear wall are improved and therefore, seismic performances of these specimens are better.关键词
钢管混凝土/钢板/组合剪力墙/有限元分析Key words
concrete filled steel tube, steel plate, composite shear wall, FEM simulation引用本文复制引用
张文江,曹万林,董宏英,张建伟,许方方..钢管混凝土边框内藏钢板剪力墙抗震试验与分析[J].结构工程师,2013,29(1):130-135,6.基金项目
国家自然科学基金(50978005) （50978005）
北京市高层次人才项目(PHR20100502) （PHR20100502）
