双塔大底盘带偏心耗能支撑结构的抗震分析

英文篇名：Earthquake Resistant Analysis on Double Tower Foundation with Eccentric Energy Consumption Support Structure
中文刊名：煤炭工程
英文刊名：Coal Engineering
作者：王羡农 ; 梁珺 ; 赵佳遥 ; 李京涛
英文作者：WANG Xian-nong ; LIANG Jun ; ZHAO Jia-yao ; LI Jing-tao(School of Civil Engineering ; Hebei University of Engineering ; Handan 056038 ; China)
中文关键词：双塔大底盘结构 ; 偏心耗能支撑 ; 抗震
英文关键词：large foundation structure of double tower ; eccentric energy consumption support ; earthquake resistant
出版日期：2011-03-20
机构：河北工程大学土木工程学院;
年：2011
期：03
出版单位：煤炭工程

摘要

根据高层钢结构在抗侧方面能力的不足,对于双塔大底盘结构,可考虑抗侧力由偏心耗能支撑提供。论文运用有限元分析软件SAP2000对两种不同的结构方案分别进行双向水平地震作用下的时程分析。根据两个方案的结构动力特性结果,得到一个合理的方案。
According to the shortage of the lateral resistant capacity in the high-rise steel structure,the lateral resistant force of the double tower large foundation structure could be considered to be provided with the eccentric energy consumption support.The finite element analysis software SAP2000 was applied to the time-history analysis on the two different structural plans individually under the double direction horizontal earthquake role.According to the results of the structural dynamic features for the two plans,a rational plan was obtained.

引文

[1]李志刚,王浩,郝际平,等.偏心支撑框架的设计计算方法[J].钢结构,2004,3(19):4~7.
    [2]GB 50011-2001,建筑抗震设计规范[S].
    [3]林家浩.串联多自由度体系弹塑性地震反应分析[C]//地震工程论文集.北京:科学出版社,1982.
    [4]克拉夫RW,彭津J.结构动力学[M].王光远,译.北京:科学出版社,1981.
    [5]克拉夫帕兹M.结构动力学[M].李裕澈,译.北京:地震出版社,1993.
    [6]Craig R R.结构动力学[M].常岭,译.北京:人民交通出版社,1996.