Experimental Study on Seismic Behavior of Recycled Concrete Latticed Wall

摘要：

　　The low cycle loading tests of 3 pieces of recycled concrete latticed walls under different side column reinforcements and different axial pressure ratios are conducted.The failure mode,failure process,hysteresis curve,ductility,and energy dissipation of the walls are studied.The experiment results indicate that the failure mode of recycled concrete latticed wall under the cyclic load is shearing failure.It can enhance the ductility of the wall,distortion ability,and the earthquake resistance performance,with increasing the axial load ratio.It can enhance the ultimate load and restrain the crack development by increasing the reinforcement of the side columns.

关键词： Recycled concrete Low cyclic loading Ductility Axial pressure ratio Energy dissipation

作者: Jinghai Zhou Chaobi Zhang Xianhong Meng

作者单位: Energy Research Institute, Shenyang Jian Zhu University, Shenyang China, 110168 School of Civil Engineering, Shenyang Jian Zhu University, Shenyang China, 110168

会议类型: 国际会议

会议名称: the 2012 International Conference on Frontiers of Advanced Materials and Engineering Technology (2012年先进材料与工程技术国际会议(FAMET 2012))

会议地点: 厦门

会议语种:英文

页码: 1446-1449

在线出版日期: 2012-01-04（万方平台首次上网日期，不代表论文的发表时间）