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轻骨料混凝土剪力墙抗震性能的试验研究
引用本文:任洪涛,祖亚丽,任泽民,刘平. 轻骨料混凝土剪力墙抗震性能的试验研究[J]. 河北工业大学学报, 2007, 36(3): 94-98
作者姓名:任洪涛  祖亚丽  任泽民  刘平
作者单位:河北金融学院,河北,保定,071051;河北工业大学,土木工程学院,天津,300132
摘    要:通过对不同配筋形式的两片轻骨料混凝土剪力墙进行试验,研究了在低周反复水平荷载作用下,钢筋的布置形式对剪力墙抗震性能的影响,包括承载力、变形能力、延性、耗能能力等指标的比较与分析,为工程设计中轻骨料混凝土剪力墙的应用提供试验依据.

关 键 词:轻骨料混凝土  低周反复水平荷载  刚度  滞回曲线  耗能能力
文章编号:1007-2373(2007)03-0094-05
修稿时间:2007-02-25

Experimental Study on Seismic Behaviour of Lightweight Concrete Shear Wall
REN Hong-tao,ZU Ya-li,REN Ze-min,LIU Ping. Experimental Study on Seismic Behaviour of Lightweight Concrete Shear Wall[J]. Journal of Hebei University of Technology, 2007, 36(3): 94-98
Authors:REN Hong-tao  ZU Ya-li  REN Ze-min  LIU Ping
Affiliation:1. Hebei University of Finance, Hebei Baoding 071051, China; 2. School of Civil Engineering, Hebei University of Technology, Tianjin 300132, China
Abstract:The paper showed the test results of two lightweight concrete shear walls with different style reinforcements that beared the horizontal loading,studied theinfluence to the seismic-resisting behaviour by different style reinforcements, including the compare and analysis of load-bearing, buckling capacity , ductility, energy dissipation characteristic. The paper provided the test background for design guidelines.
Keywords:lightweight concrete  horizontal low cyclic loading  stiffness  hysteretic curve  energy dissipation characteristic
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