EXPERIMENTAL STUDY OF THE FLEXURAL CAPACITY OF STEEL FIBER PARTIALLY REINFORCED CONCRETE SHEAR WALLS
To deeply study the bearing capacity of the shear walls partially reinforced by steel fiber concrete, 4 specimens of steel fiber partially reinforced concrete shear walls have been tested under the cyclic reverse loads. Based on the failure form of these walls, an analysis model was established, and a calculating formula was built. The formula can be used accurately to calculate the bearing capacity of steel fiber partially reinforced concrete shear wall, through the comparative analysis of the experimental results, it is proved that computed results and the testing results are closely coincide.
Steel fiber partially reinforced concrete shear wall flexural capacity cyclic reverse loads
J. Zhao X. C. Zhang J. H. Qiu
Zhengzhou University, Zhengzhou, China Xinxiang Academy, Xinxiang, China
国际会议
上海
英文
716-723
2007-11-28（万方平台首次上网日期，不代表论文的发表时间）