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某大桥地震作用下的时程响应分析
引用本文:唐必刚,黄珠,毛立敏.某大桥地震作用下的时程响应分析[J].西部交通科技,2013(6):86-90.
作者姓名:唐必刚  黄珠  毛立敏
作者单位:广西壮族自治区交通规划勘察设计研究院,广西南宁,530029
摘    要:文章以某桥主桥2×100m的梁-斜拉组合体系为研究对象,采用ANSYS有限元软件对该桥进行了抗震性能研究,并基于地震时程分析法,评估了该大桥在地震荷载作用下的应力和位移响应情况,找到了该桥的薄弱环节,为该桥的设计提出有益的建议。

关 键 词:抗震研究  有限元软件  时程分析

Time History Response Analysis of A Bridge under Earthquake Impact
TANG Bi-gang , HUANG Zhu , MAO Li-min.Time History Response Analysis of A Bridge under Earthquake Impact[J].Western China Communication Science & Technology,2013(6):86-90.
Authors:TANG Bi-gang  HUANG Zhu  MAO Li-min
Institution:(Guangxi Communications Planning Surveying and Design Institute, Nanning, Guangxi, 530029)
Abstract:With the main bridge 2× 100m beam-stayed combination system of a bridge as the research object,the article used the finite element software ANSYS to conduct the seis- mic performance study of this bridge,and based on the seismic time history analysis meth- od, it assessed the stress and displacement response situation of this bridge under earth- quake load impact, and found the weak links of this bridge, thereby making useful sugges- tions for the design of this bridge.
Keywords:Seismic studies  Finite element software  Time history analysis
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