摘要
在研究新型格构复合剪力墙抗震性能的基础上 ,本文提出了一种新型的抗震结构体系 ,框架格构复合剪力墙双重抗震结构体系 .并提出新型结构体系的新设计方法 ,在结构设计中 ,主动控制结构破坏耗能机制 ,让非承重的次结构抗剪 ,耗能以及裂后的摩擦阻尼作用 ,达到减震和保护承重主结构的目的 。
On the base of studying aseismatic capacity of the new type lattice composite shear wall, a kind of new aseismatic structure system, namely lattice type frame composite shear wall double aseismatic structure system is put forward in the article. At the same time,a new type designing method of the new type structure system is brought forward.In structure designing, in order to reduce the seismic and protect main bearing structure,initiative control structure destroys energy consumption mechanism,and nonbearing secondary structure resists shearing force,energy consumption and effect of post crack attrition damp.It is convenient to restore after seismic.
出处
《烟台大学学报（自然科学与工程版）》
CAS
2001年第2期152-156,共5页
Journal of Yantai University(Natural Science and Engineering Edition)
关键词
耗能
抗剪
复合剪力墙
energy consumption
resistance to shearing force
composite shear wall
