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Nonlinear Analysis of Pile Foundation Jacket Platform

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摘要 Inthispaper,thenonlinearcollapseoftheBOHAI-8pilefoundationjacketplatformhasbeenanalyzed.Theultimateloadandcollapseprocessoftwocomputationalmodelsofthestructurearegiven.Onemodelisoffixedsupportwhoselengthiseighttimesthepilelegdiameterandtheotherconsid-ersthenonlinearityofthesoil-pileinteraction.

DOI n49755z7jy/1053483

作者 Xu B;Shen ZH

机构地区不详

出处《中国海洋工程：英文版》 1997年1期

关键词 NONLINEAR analysis JACKET PLATFORM ULTIMATE LOAD

分类 [天文地球][海洋科学]

出版日期 1997年01月11日（中国Betway体育网页登陆平台首次上网日期，不代表论文的发表时间）

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来源期刊

中国海洋工程：英文版

中国海洋工程：英文版

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相关关键词

NONLINEAR analysis JACKET PLATFORM ULTIMATE LOAD

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