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钢板桩围堰的有限元分析设计
引用本文:王岭,刘添俊.钢板桩围堰的有限元分析设计[J].广东土木与建筑,2011(5):10-12.
作者姓名:王岭  刘添俊
作者单位:广东省建科建筑设计院;广州市市政集团有限公司;
摘    要:结合某跨江大桥主墩钢板桩围堰支护系统的设计,通过空间有限元计算分析了各种荷载工况条件下钢板桩围堰的变形和受力特性,该设计经验可为同类结构提供参考.

关 键 词:钢板桩围堰  设计  荷载工况  有限元分析

Design of Finite Element Analysis about Steel Sheet-pile Cofferdams
Wang Ling Liu Tianjun.Design of Finite Element Analysis about Steel Sheet-pile Cofferdams[J].Guangdong Architecture Civil Engineering,2011(5):10-12.
Authors:Wang Ling Liu Tianjun
Affiliation:1、JianKe Architectural Design Institute of Guangdong Province Guangzhou 510500,China; 2、Guangzhou Municipal Group Co.,Ltd.Guangzhou 510060,China)
Abstract:Based on the design of the steel sheet-pile cofferdam bracing system about the main pier of cross-river bridge,this paper discusses the deformation and the force characteristics of steel sheet-pile cofferdam under various load conditions by the finite element analysis.The conclusion can provide a reference for such project.
Keywords:steel sheet-pile cofferdams  design  load conditions  the finite element analysis  
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