轻骨料混凝土剪力墙抗震性能的试验研究  

Experimental Study on Seismic Behaviour of Lightweight Concrete Shear Wall

作　　者：任洪涛[1] 祖亚丽[2] 任泽民[2] 刘平[2] 

机构地区：[1]河北金融学院,河北保定071051 [2]河北工业大学土木工程学院,天津300132

出　　处：《河北工业大学学报》2007年第3期94-98,共5页Journal of Hebei University of Technology

基　　金：河北省科技攻关计划项目(06213707)

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.The paper showed the test results of two lightweight concrete shear walls with different style reinforcements that beared the horizontal loading, studied the influence 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.

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 

分 类 号：TU398.2[建筑科学—结构工程]