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静风荷载下的大跨度斜拉桥稳定性分析 被引量:17

Stability analysis of long-span cable-stayed bridge under static wind load
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摘要 由于风荷载对斜拉桥的作用比较敏感,尤其是对于柔性大跨度斜拉桥。文章基于伯努利方程推导整个断面的3方向静风荷载原理,并采用内外增量双重迭代以及发散机理的数学描述给出静风稳定性计算过程;结合斜拉桥本身特性,分析了某跨江大跨度斜拉桥的横桥向风荷载和竖桥向风荷载的影响;使用大型有限元软件MIDAS/Civil建立桥梁模型,并进行成桥状态静风荷载下的特性分析,据此来评估该桥的静力抗风性能,为相关桥梁的抗风性能分析与设计提供依据。 The cable-stayed bridge is sensitive to the wind load,especially the flexible long-span cable-stayed bridge.The principle of three directional static wind load of the whole section is derived from Bernoulli equation.By applying the internal and external increment of double iterative and the mathematical description of divergent mechanism,the calculation process of aerostatic stability is obtained.The impact of the wind road in longitudinal and transverse direction on a long-span cable-stayed bridge over a river is analyzed on the basis of the characteristics of cable-stayed bridges.The FE software MIDAS/Civil is adopted to establish the bridge model and to analyze the bridge features under static wind load in finished bridge state.On this basis,the static wind-resistant behavior of the bridge is assessed.The analysis and design of wind-resistant behavior of relevant bridges can benefit from this example.
出处 《合肥工业大学学报(自然科学版)》 CAS CSCD 北大核心 2012年第5期652-656,共5页 Journal of Hefei University of Technology:Natural Science
基金 国家自然科学基金资助项目(11172087)
关键词 大跨度斜拉桥 非线性 静风稳定 抗风性能 long-span cable-stayed bridge nonlinearity aerostatic stability wind resistance
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