中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Nonlinear analysis of pile foundation jacket platform

文献类型:期刊论文

作者Xu B(许滨); Shen ZH(申仲翰)
刊名China Ocean Engineering
出版日期1997
卷号11期号:1页码:21-28
关键词Nonlinear Analysis Jacket Platform Ultimate Load Platform Collapse
ISSN号0890-5487
通讯作者Xu, B (reprint author), CHINESE ACAD SCI,INST MECH,BEIJING 100080,PEOPLES R CHINA.
中文摘要In this paper, the nonlinear collapse of the BOHAI-8 pile foundation jacket platform has been analyzed. The ultimate load and collapse process of two computational models of the structure are given. One model is of fixed support whose length is eight times the pile leg diameter and the other considers the nonlinearity of the soil-pile interaction.
类目[WOS]Engineering, Civil ; Engineering, Ocean ; Engineering, Mechanical ; Water Resources
研究领域[WOS]Engineering ; Water Resources
收录类别SCI
语种英语
WOS记录号WOS:A1997XP57500003
公开日期2009-08-03 ; 2010-08-20
源URL[http://dspace.imech.ac.cn/handle/311007/39000]  
专题力学研究所_力学所知识产出(1956-2008)
推荐引用方式
GB/T 7714
Xu B,Shen ZH. Nonlinear analysis of pile foundation jacket platform[J]. China Ocean Engineering,1997,11(1):21-28.
APA 许滨,&申仲翰.(1997).Nonlinear analysis of pile foundation jacket platform.China Ocean Engineering,11(1),21-28.
MLA 许滨,et al."Nonlinear analysis of pile foundation jacket platform".China Ocean Engineering 11.1(1997):21-28.

入库方式: OAI收割

来源:力学研究所

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