土木工程与管理学报2011，Vol.28Issue(3)：219-225,253,8.
钢管混凝土边框内藏钢板组合剪力墙抗震研究
Seismic Research and Application on Embedded Steel Plate Concrete Shear Wall with Concrete Filled Steel Tube Columns
摘要
Abstract
The embedded steel plate concrete shear wall with concrete filled steel tube columns was proposed. The tests of 12 shear wall specimens under cyclic loading have been accomplished, including 5 specimens of pure steel plate shear wall with concrete filled steel tube columns and 7 specimens of embedded steel plate concrete shear wall with concrete filled steel tube columns. The performances of specimens such as load-bearing capacity, energy dissipation, ductility and hysteretic behavior have been investigated. Formulas for load-bearing capacity of some specimens are put forward and the calculation results agree well with the experimental ones. It is shown that the embedded steel plate concrete shear wall with concrete filled steel tube columns has excellent aseismic features of higher capacity, better ductility, larger energy dissipation and more stable hysteretic behavior. This new kind of composite shear wall has been applied to the actual projects and the received response is satisfactory.关键词
钢管混凝土/钢骨混凝土/钢板/组合剪力墙/抗震性能Key words
concrete filled steel tube/ steel reinforced concrete/ steel plate/ composite shear wall/ seismic performance分类
建筑与水利引用本文复制引用
曹万林,张文江,张建伟,董宏英,王立长..钢管混凝土边框内藏钢板组合剪力墙抗震研究[J].土木工程与管理学报,2011,28(3):219-225,253,8.基金项目
国家自然科学基金(50978005) （50978005）
北京市科技计划重大项目(D0905060370000) （D0905060370000）
北京市高层次人才项目(PHR20100502) （PHR20100502）
北京市教委科技计划重点项目(KZ200910005008) （KZ200910005008）
