大底盘双塔楼结构抗震性能研究

英文篇名：Study on Seismic Behavior of the High-rise Buildings with Twin Towers and Large Chassis
中文刊名：武汉理工大学学报
英文刊名：Journal of Wuhan University of Technology
作者：胡兴福 ; 熊峰 ; 李辉
英文作者：HU Xing-fu~1 ; XIONG Feng~2 ; LI Hui~1(1.School of Civil Engineering ; Sichuan College of Architectural Technology ; Deyang 618000 ; China ; 2.School of Architecture and Environment ; Sichuan University ; Chengdu 610015 ; China)
中文关键词：大底盘 ; 双塔楼结构 ; 转换层 ; 抗震性能
英文关键词：large chassis ; high-rise buildings with twin towers ; transfer story ; seismic behavior
出版日期：2006-01-25
机构：四川建筑职业技术学院土木工程学院,四川大学建筑与环境学院,四川建筑职业技术学院土木工程学院德阳618000,成都610015,德阳618000
年：2006
期：01
出版单位：武汉理工大学学报

摘要

在高层商住楼中的应用日益增多,为了解大底盘多塔楼结构的抗震性能,研究结构抗震概念,结合实际工程,采用SATWE软件进行弹性动力时程分析,研究了落地剪力墙厚度及转换层设置高度对大底盘双塔楼结构自振特性、侧移、楼层地震作用及地震剪力的影响。结果表明,落地剪力墙厚度对结构刚度贡献有限;转换层位置越高,结构抗震性能越差。
The structure with twin-tower and large chassis has been applied to the high-rise apartment building widely.To investigate its seismic behaviors and concepts of seismic design,a practical structure constructed in Chengdu city was analyzed by use of software SATWE.The effect of the thickness of shear-wall in the chassis and the level of the transfer stories on dynamic characteristic,lateral displacement,seismic reaction and shearing force of stories in the buildings were studied.The results showed that the contribution to the stiffness by the thickness of shear-wall in the chassis was finite,and the higher the level of the transfer stories,the weaker the seismic behavior was.

引文

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