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G-M法在小半径曲线箱形梁桥受力分析中的应用与研究
引用本文:李茂奇,孙全胜.G-M法在小半径曲线箱形梁桥受力分析中的应用与研究[J].城市道桥与防洪,2011(3):120-124,165.
作者姓名:李茂奇  孙全胜
作者单位:1. 天津市市政工程研究院,天津市,300074
2. 东北林业大学土木工程学院,黑龙江哈尔滨,150040
摘    要:为了简化计算,提高计算精度,解决将箱梁比拟成正交同性板时,其横向抗弯刚度Dy、综合抗扭刚度日与实际值出入较大的难题,该文采用正交异性板在桥跨结构静力分析上的独特优点,选择箱梁桥跨结构比拟法的难点Dy的确定作为突破口,通过空腹框架比拟导出了等效Dy的普遍公式;再代人通过构造异性板理论导出的,以Dx、Dy函数关系表示的H公...

关 键 词:小半径曲线箱形梁桥  G-M法  抗弯刚度  综合刚度  荷载试验

Application and Study of G-M Method in Stress Analysis of Small-radius Curve Box Beam Bridge
Li Maoqi,Sun Quansheng.Application and Study of G-M Method in Stress Analysis of Small-radius Curve Box Beam Bridge[J].Urban Roads Bridges & Flood Control,2011(3):120-124,165.
Authors:Li Maoqi  Sun Quansheng
Institution:Li Maoqi,Sun Quansheng
Abstract:In order to simplify the calculation, enhance the calculating precision and solve the problem that its lateral bending rigidity Dy, and integrated torsional rigidity H are greatly different from the practical value when the box beam is assimilated as the isotropy plate, the article uses the specific advantage of orthotropic plate in the static analysis of span structure, selects the determination of difficulty Dy of box beam span structure assimilation method as the gap, assimilates and educes the universal...
Keywords:small-radius curve box beam bridge  G-M method  bending rigidity  integrated rigidity  loading test  
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