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几何非线性因素对桥梁结构风致抖振响应的影响分析
引用本文:宋国鹏.几何非线性因素对桥梁结构风致抖振响应的影响分析[J].辽宁交通科技,2014(6):10-13.
作者姓名:宋国鹏
作者单位:辽宁省交通工程质量与安全监督局,沈阳市110005
摘    要:以某特大悬索桥为例,通过建立有限元模型进行数值计算,定性地分析了几何非线性因素对桥梁结构风致抖振响应的影响.

关 键 词:桥梁  抖振  几何非线性

Analysis on the Influence of Geometrical Nonlinearity Factor on Bridge Structure Wind-induced Buffeting Response
SONG Guo-peng.Analysis on the Influence of Geometrical Nonlinearity Factor on Bridge Structure Wind-induced Buffeting Response[J].Liaoning Communication Science and Technology,2014(6):10-13.
Authors:SONG Guo-peng
Institution:SONG Guo-peng
Abstract:Based on one extra large suspension bridge, the influence of geometrical nonlinearity factor on bridge structure wind - induced buffeting response has been qualitatively analyzed by establishing finite element model for numerical calculation.
Keywords:Bridge  Buffeting  Geometric nonlinearity
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