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大型钢结构非滑道建造过程中风荷载作用的研究
引用本文:韦宝成,杨伟旗,章青,白相强.大型钢结构非滑道建造过程中风荷载作用的研究[J].港工技术,2010,47(6):49-51.
作者姓名:韦宝成  杨伟旗  章青  白相强
作者单位:1. 海洋石油工程有限公司建造公司,天津,300452
2. 天津大学机械工程学院,天津,300072
摘    要:海洋大型钢结构一般在滑道上建造,而本工程的18个大型模块需在非滑道的码头强夯土基础上建造。本研究通过建立在码头强夯地基上模块结构整体的有限元模型,对结构物在建造过程中,受海上风载作用下结构支点的作用进行分析,为结构建造过程中的安全分析提供理论依据。

关 键 词:有限元分析  钢结构  地基沉降  接触单元

Study of Wind Load Action of Large-scale Steel Structure during Non-slide Construction
Wei Baocheng,Yang Weiqi,Zhang Qing,Bai Xiangqiang.Study of Wind Load Action of Large-scale Steel Structure during Non-slide Construction[J].Port Engineering Technology,2010,47(6):49-51.
Authors:Wei Baocheng  Yang Weiqi  Zhang Qing  Bai Xiangqiang
Institution:Wei Baocheng1,Yang Weiqi1,Zhang Qing2,Bai Xiangqiang2(1.Offshore Oil Engineering Co.,Ltd.,Construction Company,Tianjin 300452,China,2.School of Mechanical Engineering,Tianjian University,Tianjin 300072,China)
Abstract:Ocean large-scale steel structure is generally built on the slide.However,18 large-scale modules need to be constructed on non-slide rammed earth foundation in the project.Through finite element model established on the integral module of rammed foundation,the structural fulcrum impacted by wind load in construction is analyzed.That will provide a theoretical basis for the structure safety analysis in construction.
Keywords:finite element  steel structure  foundation sedimentation  contact element  
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