半刚性连接钢框架的时程分析

英文篇名：Time-history Analysis of Semi-rigid Steel Frames
中文刊名：合肥学院学报(自然科学版)
英文刊名：Journal of Hefei University(Natural Sciences)
作者：马翠玲 ; 孙颂旦 ; 华建兵 ; 孙爱琴
英文作者：MA Cui-ling1 ; SUN Song-dan2 ; HUA Jian-bing1 ; SUN Ai-qin1(1.Department of Civil Engineering ; Hefei University ; Hefei 230022 ; 2.Xuancheng Baizhuang Company Limited ; Xuancheng ; Anhui 242000 ; China)
中文关键词：半刚性钢框架 ; 地震荷载 ; 有限元 ; 时程分析
英文关键词：semi-rigid steel frame ; earthquake load ; finite element ; time-history analysis
出版日期：2010-05-15
机构：合肥学院建筑工程系;宣城柏庄置业有限公司;
年：2010
期：02
出版单位：合肥学院学报(自然科学版)

摘要

为了探讨不同梁柱节点钢框架抗震性能的差别,通过ANSYS分析软件,对结合工程实际设计的10个系列共50个有限元试件进行时间历程分析,来探讨框架层数、框架跨数,尤其是梁柱连接节点的转动刚度等参数对钢框架抗震性能的影响.分析表明:半刚性钢框架结构在地震荷载作用下具有良好的抗震性能.
In order to research of the seismic performance of semi-rigid steel frames,the paper design 10 series(altogether 50) of finite element analytic models.Furthermore,the time-history analysis is discussed in this paper to investigate the relations between frame parameters of semi-rigid steel frames,these parameters include the frame's floor number,the frame's span number and the frame's damp,especially the rotation stiffness of beam-to-column connections.Comparing with the steel frame structure,semi-rigid steel frame structure under seismic loading has a good seismic performance.

引文

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