裴庄节制闸工程机架桥抗震性能分析
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摘要
结合裴庄节制闸工程探讨如何提高启闭机机架桥结构抗震性能问题,通过对不同结构体系型式、结构特点及计算结果的详细对比分析,并考虑到建筑功能要求,最终采用了框架结构体系。
Combined with the project of Peizhuang check gate,the problems how to increase aseismic properties of chassis bridges were discussed in the paper.Through analysing and contrasting forms of different structural systems,structural features and computational results in detail,also taking building functional requirements into account,frame structural system was finally selected and used.The software of PKPM was used to computational analysis.
引文
[1]GB 50068—2001,建筑结构可靠度设计统一标准[S].
    [2]GB 50010—2002,混凝土结构设计规范[S].
    [3]GB 50011—2001,建筑抗震设计规范[S].
    [4]娄宇.四川汶川5.12地震房屋震害分析及抗震对策建议[J].建筑结构,2008,(8).

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