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某斜拉桥抗风抗震分析与研究
引用本文:陈明贵,刘文江,冯克岩.某斜拉桥抗风抗震分析与研究[J].城市道桥与防洪,2011(5):204-207,249.
作者姓名:陈明贵  刘文江  冯克岩
作者单位:天津市政工程设计研究院;
摘    要:通过对某斜拉桥抗风抗震分析,阐述了斜拉桥动力特征值的公式、分析方法,并对其结果进行了分析研究;依据特征值对斜拉桥的抗风抗震性能进行了论述、比较。

关 键 词:特征值  抗风抗震分析  临界风速  反应谱法  时程分析法

Analysis and Study of Wind Resistance and Earthquake Resistance for a Cable-stayed Bridge
Chen Minggui,Liu Wenjiang,Feng Keyan.Analysis and Study of Wind Resistance and Earthquake Resistance for a Cable-stayed Bridge[J].Urban Roads Bridges & Flood Control,2011(5):204-207,249.
Authors:Chen Minggui  Liu Wenjiang  Feng Keyan
Institution:Chen Minggui,Liu Wenjiang,Feng Keyan
Abstract:The article analyzes the wind resistance and earthquake resistance of a cable-stayed bridge,sets forth the formula of dynamical characteristic value of cable-stayed bridge and analysis method,and studies its results.The article discusses and compares the wind resistance and earthquake resistance of cable-stayed bridge according to the characteristic value.
Keywords:characteristics value  analysis of wind resistance and earthquake resistance  critical wind speed  response spectrum method  time-history method  
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