CALCULATION METHOD FOR SHEAR BEARING CAPACITY OF STEEL HIGH PERFORMANCE CONCRETE SHEAR WALLS

摘要：

To study shear bearing capacity of steel high performance concrete (SHPC) shear walls,three specimens of SHPC shear walls were tested and shear failure occurred on all specimens. The main factors that influence on its failure pattern,bearing capacity and ductility are analyzed. Combined with experimental results,on the basis of calculation model of steel reinforced concrete(SRC) shear walls in the current Technical Specification for Steel Reinforced Concrete Composite Structures,the calculation formula for shear bearing capacity of SHPC shear walls is presented in this paper. According to the comparison between experimental results and calculations,it is found that the formula coincides with the experimental results well,whose calculating results tend to be safe.

关键词： Steel high performance concrete Shear walls Shear bearing capacity Calculation formula

作者: Liang Bai Xing-Wen Liang

作者单位: School of Civil Engineering,Changan University,Xian 710061,P.R.China Key Laboratory for Structural Engineering and Earthquake Resistance of China Education Ministry,Xia

会议类型: 国际会议

会议名称: The Eleventh International Symposium on Structural Engineering(第十一届结构工程国际研讨会)

会议地点: 广州

会议语种:英文

页码: 672-676

在线出版日期: 2010-12-01（万方平台首次上网日期，不代表论文的发表时间）