大跨度桥梁结构风荷载模拟研究
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U441.2

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Simulation of Wind Loading for Large - span Bridge Structures
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    摘要:

    基于数值模拟方法的风速时程曲线在桥梁结构风振分析中被广泛采用。本文基于自然风特性,通过考虑结构节点间的风速时程相关性,采用AR模型模拟节点随机脉动风速时程。利用AIC准则确定模型阶数。对模拟所得的大跨度桥梁节点风速时程统计分析表明:AR模型可有效地模拟具有空间相关性、时间相关性的节点脉动风速时程,模拟精度、速度和计算稳定性均满足实际工程应用要求。

    Abstract:

    Wind speed time series obtained with numerical simulation methods are adopted in structural analysis of wind - induced vibration. In this paper, based on the natural wind properties and the correlativity of nodal wind speed time series, AR model is employed to simulate wind speed time series, and the AIC rule is used to fix the rank of the AR model. Statistical analysis results of numerical wind speed time series show that AR model is efficient in simulating nodal wind speed time series which has time and space correlativity, and that the simulation precision, simulation efficiency and calculation stability answer the needs of practical engineering.

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胡雪莲 李正良 晏致涛.大跨度桥梁结构风荷载模拟研究[J].土木与环境工程学报(中英文),2005,27(3):63-67. Hu XueLian;Li ZhengLiang;Yan ZhiTao. Simulation of Wind Loading for Large - span Bridge Structures[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2005,27(3):63-67.10.11835/j. issn.1674-4764.2005.03.024

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  • 收稿日期:2005-01-18
  • 最后修改日期:2005-01-18
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