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渤海单立柱桶型基础平台冰振分析
引用本文:张大勇,车啸飞,岳前进,崔航,马春杰,张永军.渤海单立柱桶型基础平台冰振分析[J].船舶力学,2011,15(8):915-920.
作者姓名:张大勇  车啸飞  岳前进  崔航  马春杰  张永军
作者单位:大连海洋大学海洋工程学院,辽宁大连 116023;大连理工大学工业装备结构分析国家重点实验室,辽宁大连 116023;大连理工大学工业装备结构分析国家重点实验室,辽宁大连,116023;中海石油(中国)有限公司天津分公司,天津,300452;大连市建设控股有限公司,辽宁大连,116024
基金项目:中国博士后科学基金资助(20090461168)
摘    要:桶形基础平台是一种新型的海洋结构,由于目前对该结构的研究集中在桶基失效及承载力方面,其抗冰振性能还很模糊。文章基于对渤海单立柱式桶基平台的多年现场监测,发现其冰振加速度响应显著,明显高于导管架平台结构。利用谱分析方法对一实际桶基平台进行了冰振疲劳寿命分析,计算结果表明,关键点疲劳寿命符合规范要求。最后,提出此类结构冰振抑制策略,为其结构抗冰设计提供依据。

关 键 词:桶型基础  冰激振动  冰区  抗冰结构

Structural ice-resistant performance analysis of offshore bucket foundation platforms with a single pillar
ZHANG Da-yong ,CHE Xiao-fei,YUE qian-jin,CUI Hang ,MA Chun-jie,ZHANG Yong-jun.Structural ice-resistant performance analysis of offshore bucket foundation platforms with a single pillar[J].Journal of Ship Mechanics,2011,15(8):915-920.
Authors:ZHANG Da-yong    CHE Xiao-fei  YUE qian-jin  CUI Hang  MA Chun-jie  ZHANG Yong-jun
Institution:ZHANG Da-yong 1,2,CHE Xiao-fei2,YUE qian-jin2,CUI Hang 3,MA Chun-jie3,ZHANG Yong-jun4(1 College of Ocean Engineering,Dalian Ocean University,Dalian 116023,China,2 State Key Laboratory of Structural Analysis of Industrial Equipment,Dalian University of Tech.,3 Tianjin Branch of CNOOC Ltd.,Tianjin 300452,4 Dalian Building Holdings Limited Company,Dalian 116024,China)
Abstract:The bucket foundation platform is a new foundation pattern in ocean engineering.Until now,the most research is focus on failure analysis and reaction force of the bucket foundation,but the structural ice-resistant performances are not well developed.In this paper,combined with the field monitored data of some bucket foundation platforms in Bohai Bay,ice-induced vibrations are analyzed.The results show that even though these structures may effectively resist extreme static ice forces,the ice-induced accelera...
Keywords:bucket foundation  ice-induced vibration  ice zone  ice-resistant structure  
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