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钢-混组合箱梁的车桥耦合振动影响分析
引用本文:汪家正. 钢-混组合箱梁的车桥耦合振动影响分析[J]. 西部交通科技, 2011, 0(6): 56-60,65
作者姓名:汪家正
作者单位:深圳市市政设计研究院有限公司,广东深圳,518035
摘    要:随着对于钢-混组合箱梁结构研究的深入开展,其在车辆荷载作用下的车桥振动响应问题也备受关注。不同截面形式对其车-桥相互作用性能有着较大影响。文章基于模态综合法的原理,建立两种不同截面形式的钢-混组合箱梁的动力计算模型,并对其动力特性进行了比较分析,结果表明:双车响应大致为单车响应的两倍,说明不同车辆荷载作用下桥梁的反应是线性的,为以后此类桥梁的设计提供参考。

关 键 词:钢-混组合箱梁  车桥耦合反应  自振特性  计算模型

Analysis on Coupling Reaction of Steel-Concrete Composed Box Girder Vibration
WANG Jia-zheng. Analysis on Coupling Reaction of Steel-Concrete Composed Box Girder Vibration[J]. Western China Communication Science & Technology, 2011, 0(6): 56-60,65
Authors:WANG Jia-zheng
Affiliation:WANG Jia-zheng(Shenzhen Municipal Design and Research Institute Company,Shenzhen,Guangdong,518035)
Abstract:As the development of study on steel-concrete composed box girder,its natural vibration under vehicle loading draws more and more attentions.Different types of cross sections have different influence on the interaction between vehicle and bridge.Based on the component mode synthesis principle,the article builds two different types of steel-concrete composed box girder model and performs comparison analysis on its dynamic property.The result shows that the coupling reactions for two vehicles are bigger than ...
Keywords:Steel-concrete composed box girder  Coupling reaction  Natural vibration  Calculation model  
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