钢管混凝土框架采用粘滞阻尼墙的减振研究  

Damping study on concrete filled steel tubular frame with viscous damping wall

作　　者：许达[1] 王森林[1] 郭少松[1] 于英杰[1] XU Da WANG Sen-lin GUO Shao-song YU Ying-jie(College of Urban and Rural Construction, Agricultural University of Hebei, Baoding 071001, China)

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》2017年第2期115-118,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：应用分析软件sap2000模拟钢管混凝土框架结构,对粘滞阻尼墙在钢管混凝土框架中的减震效果进行研究,在地震作用下对无控和有控下的结构响应进行分析对比,进而研究粘滞阻尼墙的减振效果。结果表明:粘滞阻尼墙适当的布置在钢管混凝土框架可以起到较好的减震效果。In this paper, In order to study the vibration reduction effect of viscous damping wall. the software SAP2000 was used to simulate concrete filled steel tubular frame structure, and the damping effect of viscous damping wall in concrete filled steel tubular frame was ana- lyzed. The structural responses with control and without control under the earthquake action were compared. The results show that the appropriate arrangement of the viscous damping wall in the concrete filled steel tube frame can be used for better shock absorption effect.

关 键 词：钢管混凝土框架 确粘滞阻尼墙 减震控制 

分 类 号：TU311.3[建筑科学—结构工程]