摘要
为降低大震下结构的刚度,以减轻结构物的地震灾害,设计了一种带竖缝的钢筋混凝土剪力墙构件.根据它在水平力作用下的受力特点,建立了相应的刚度计算模型和计算公式,并与试验结果进行了对比,二者吻合较好.
In order to reduce the structural drift stiffness and weaken the seismic response of structures under a strong earthquake, a reinforced concrete shearwall with vertical seams has been designed. Based on its behavior under the horizontal loads, the model of calculating its drift stiffness and the corresponding formulae are established. The results obtained from the model were found to agree well with the experimental results.
出处
《力学与实践》
CSCD
北大核心
2003年第3期46-48,共3页
Mechanics in Engineering
