首页 | 本学科首页   官方微博 | 高级检索  
     检索      

阻尼器连接填充墙在柔性框架结构中的应用研究
引用本文:鲁亮,李远清,赵菲.阻尼器连接填充墙在柔性框架结构中的应用研究[J].地震工程与工程振动,2021,41(1):70-77.
作者姓名:鲁亮  李远清  赵菲
作者单位:同济大学结构防灾减灾工程系,上海200092;龙湖集团控股有限公司,四川成都610000
基金项目:国家自然科学基金项目(51678453);国家重点研发计划(2016YFC0701101)。
摘    要:阻尼器连接填充墙采用黏滞阻尼器与主体框架结构连接,是一种新型填充墙与框架的柔性连接方式,能满足柔性框架结构的大变形需求.为使得阻尼器连接填充墙达到最优的力学性能,结构布置和构件力学参数的选择十分重要,采用有限元软件ABAQUS分别建立了柔性钢框架结构和阻尼器连接填充墙-框架结构的有限元模型,考察不同阻尼系数阻尼器连接填...

关 键 词:柔性框架  阻尼器连接填充墙  阻尼系数  抗风性能  抗震性能  抗倒塌性能

Study on application of the damper connected wall in flexible frame
LU Liang,LI Yuanqing,ZHAO Fei.Study on application of the damper connected wall in flexible frame[J].Earthquake Engineering and Engineering Vibration,2021,41(1):70-77.
Authors:LU Liang  LI Yuanqing  ZHAO Fei
Institution:(Department of Disaster Mitigation for Structures,Tongji University,Shanghai 200092,China;Longhu Group Holding Company Limited,Chengdu 610000,China)
Abstract:Damper connected wall(DCW)is a new type of infilled wall which use viscous damper to connect the wall and frame,and so as to meet the requirement of large deformation of the flexible frame structure.In order to achieve the optimal mechanical properties of the DCW,the structural construction and the selection of mechanical parameters of the members are very important.The finite element models of flexible steel frame structure and frame structure with DCW are established by using the finite element software ABAQUS.The mechanical behaviors of wind resistance,seismic resistance and collapse resistance of DCW with different damping coefficients are investigated.The results of numerical simulation show that the DCW will not crack under wind load and the maximum stress value in DCW is only 1/3 of that of rigid connected wall,the acceleration seismic response of the main structure can be reduced by 48%approximately,and the wall will not collapse under rare earthquake.By the end,the design flow of the DCW is given.
Keywords:flexible structure  damper connected wall  damping coefficient  wind resistance performance  seismic performance  collapse resistance performance
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号