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薄壁箱粱桥自由振动的半解析分析
引用本文:徐杏华,李朝,丛敏,林森.薄壁箱粱桥自由振动的半解析分析[J].建筑技术开发,2012(2):5-9.
作者姓名:徐杏华  李朝  丛敏  林森
作者单位:[1]孝感学院城市建设学院,湖北孝感432000 [2]长春市轨道交通集团有限公司,长春130012
摘    要:以常微分方程求解器为工具,利用半解析方法对薄壁简支箱梁桥的自由振动进行了分析计算,建立了具有连续分布质量和刚度的三维连续化动力分析模型,也就是将箱梁简化为一个带凸缘的薄壁筒组合体。计算结果表明,分析模型是合理的、可行的,从而为认识此类结构的动力特性提供了一种新的途径和方法。

关 键 词:桥梁结构  自由振动  半解析方法  常微分方程求解器

SEMI-ANALYTICAL METHOD FOR FREE VIBRATION ANALYSIS OF BRIDGE WITH THIN-WALLED CROSS SECTIONS
Xu Xing-hua Li Zhao Cong Min Lin Sen.SEMI-ANALYTICAL METHOD FOR FREE VIBRATION ANALYSIS OF BRIDGE WITH THIN-WALLED CROSS SECTIONS[J].Building Technique Development,2012(2):5-9.
Authors:Xu Xing-hua Li Zhao Cong Min Lin Sen
Affiliation:Xu Xing-hua Li Zhao Cong Min Lin Sen
Abstract:The free vibration analysis of simple beams with thin-walled cross sections is performed by semi-analytical method based on ODE ( Ordinary Differential Equation ) solver, using a model of continuously distributed masses and stiffness in space dimension. That is, the box girder bridge is simplified equivalently into a three-dimensional model, a thin-walled tubular structure with a flange. The computed results indicate that the model is reasonable and feasible, and a new approach and dynamic analytical method is developed for the insight into dynamic performance of box girder structures.
Keywords:bridge structure  free vibration  semi-analytical method  ordinary differential equation solver
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