板桩码头帽梁边界约束的分析与应用

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英文篇名：The Analysis and Application of Boundary Constraints on the Cap Beam of Sheet Pile Wharf 作者：李志云 ; 池海 ; 袁满 英文作者：Li Zhiyun;Chi Hai;Yuan Man;CCCC First Harbor Consultants Co.Ltd.;Tianjin Port Engineering Design and Consulting Company Ltd.; 关键词：板桩 ; 帽梁 ; 约束 英文关键词：sheet pile;;cap beam;;boundary constraints 中文刊名：GAOG 英文刊名：Port Engineering Technology 机构：中交第一航务工程勘察设计院有限公司;中交天津港湾工程设计院有限公司; 出版日期：2019-06-15 出版单位：港工技术 年：2019 期：v.56;No.250 语种：中文; 页：GAOG2019S1020 页数：3 CN：S1 ISSN：12-1220/U 分类号：68-70

摘要

板桩码头是国际上应用最广泛的码头结构型式,随着越来越多的板桩结构运用于万吨级以上的深水泊位,帽梁尺寸变大,受力更加复杂,采用弹性地基梁法进行简化计算已经逐渐难以适应大型板桩码头帽梁的内力分析,本文结合国外实际工程,分析帽梁的边界约束,以便更加准确地计算帽梁内力。
        Sheet-pile wharf is the most widely used wharf structure in the world. With more and more sheet-pile structures being used in deepwater berths above 10,000 tons, the size of cap beams becomes larger and the force acting on them becomes more complex. Simplified calculation by elastic foundation beam method has gradually been difficult to adapt to the internal force analysis of cap beams of large sheet-pile wharf. In this paper, the boundary constraints of cap beams are analyzed in combination with practical projects abroad. In order to calculate the internal force of the cap beam more accurately.

引文

[1]JTS 167-3-2009板桩码头设计与施工规范[S].北京:人民交通出版社,2009.
    [2]王言磊,王永帅.BIM结构:Autodesk Robot Structural Analysis在土木工程中的应用[M].北京:化学工业出版社,2017.