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Home > Urban and Rural Studies > 2025 No.07 > 大跨度水池底板及池壁受力分析

  • 大跨度水池底板及池壁受力分析

    Author(s)：

    黄强 吴启豪 肖照阳

    Publication Title：

    Urban and Rural Studies 2025 No.07

    Affiliations：

    中国市政工程中南设计研究总院有限公司

    Abstract：

    大跨度水池底板受静水压力、结构自重及地基反力耦合作用，池壁主要受静水压力及土压力双向作用，其结构受力看似简单，但底板壁板互为影响，地基反力呈非线性分布，因此深入分析其受力特点对结构设计具有重要价值。为此建立了典型大跨度水池的有限元整体模型，通过计算分析获得了其底板应力分布规律和池壁变形特征。计算结果表明：底板受力基本呈圆形对称分布，最大弯矩出现在跨中位置；池壁底部产生最大弯矩。

    Keywords：

    大跨度水池；底板受力；池壁变形；有限元分析

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    [1] 黄强,吴启豪,肖照阳.大跨度水池底板及池壁受力分析[J].Urban and Rural Studies,2025(07),.

城镇建设
Urban and Rural Studies

Language: 中文

CN：10-1589/TU

ISSN：2096-6539

Publication Frequency: 半月刊

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