粘滞阻尼墙用于高层钢框架减震控制研究  

Study of shock absorption control for high-rise steel frame structure with viscous damping walls

作　　者：甄立志[1] 王森林[1] 王博航 

机构地区：[1]河北农业大学城乡建设学院,河北保定071001

出　　处：《河北农业大学学报》2016年第4期109-112,共4页Journal of Hebei Agricultural University

基　　金：河北农业大学理工基金项目(LG201626)

摘　　要：为了研究粘滞阻尼墙对高层钢框架结构的减震控制效果,本研究采用SAP2000结构分析软件模拟钢框架结构的计算模型,进行无控和有控下结构地震响应的对比分析,来研究粘滞阻尼墙的减震效果。结果表明:钢框架中适量的布置粘滞阻尼墙是一种有效的减震方法。In order to study the shock absorption effects of viscous damping walls,a high-rise steel frame structure model was made using SAP2000 software,then the comparsion analysis of seismic responses under the condition of with or without additional viscous damping walls was carried out.The results showed that adding moderate viscous damping walls is a kind of effective method to reduce the seismic vibration.

关 键 词：高层钢框架结构 粘滞阻尼墙 减震控制 

分 类 号：TU375.6[建筑科学—结构工程]