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Dynamic responses of K-type and inverted-K-type jacket support structures for offshore wind-turbines
  • ISSN号:1002-3550
  • 期刊名称:《混凝土》
  • 时间:0
  • 分类:TM315[电气工程—电机]
  • 作者机构:Key Laboratory of Coastal Disaster and Defence, Ministry of Education (Hohai University), College of Harbor, Coastal, and Offshore Engineering, Hohai University
  • 相关基金:Project(51509081)supported by the National Natural Science Foundation of China;Project(B12032)supported by the “111 Project” of China;Projects(BK20150037,BK20150811)supported by the Natural Science Foundation of Jiangsu Province,China
中文摘要:

The jacket structure has become more popular as the offshore wind-turbine support structure. K-type and inverted-K-type jacket support structures have superior potential due to their fewer joints and lower cost of manufacture and installation. A numerical study was presented on the dynamic responses of K-type and inverted-K-type jacket support structures subjected to different kinds of dynamic load. The results show that the inverted-K-type jacket structure has higher natural frequencies than the K-type. The wave force spectrum response shows that the maximum displacement of the K-type jacket structure is larger than that of the inverted-K-type. The time-history responses under wind and wave-current load indicate that the inverted-K-type jacket structure shows smaller displacement and stress compared with the K-type, and presents different stress concentration phenomena. The dynamic responses reveal that the inverted-K-type of jacket support structure has greater stiffness and superior mechanical properties, and thus is more applicable in the offshore area with relatively deep water.

英文摘要:

The jacket structure has become more popular as the offshore wind-turbine support structure. K-type and inverted-K-type jacket support structures have superior potential due to their fewer joints and lower cost of manufacture and installation. A numerical study was presented on the dynamic responses of K-type and inverted-K-type jacket support structures subjected to different kinds of dynamic load. The results show that the inverted-K-type jacket structure has higher natural frequencies than the K-type. The wave force spectrum response shows that the maximum displacement of the K-type jacket structure is larger than that of the inverted-K-type. The time-history responses under wind and wave-current load indicate that the inverted-K-type jacket structure shows smaller displacement and stress compared with the K-type, and presents different stress concentration phenomena. The dynamic responses reveal that the inverted-K-type of jacket support structure has greater stiffness and superior mechanical properties, and thus is more applicable in the offshore area with relatively deep water.

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期刊信息
  • 《混凝土》
  • 北大核心期刊(2011版)
  • 主管单位:中华人民共和国住房和城乡建设部
  • 主办单位:中国建筑东北设计研究院有限公司
  • 主编:
  • 地址:沈阳市和平区光荣街65号中国建筑东北设计研究院有限公司
  • 邮编:110006
  • 邮箱:hntbjb@vip.163.com
  • 电话:024-62123865 83860449
  • 国际标准刊号:ISSN:1002-3550
  • 国内统一刊号:ISSN:21-1259/TU
  • 邮发代号:8-110
  • 获奖情况:
  • 中国建筑科学核心期刊,全国中文核心期刊
  • 国内外数据库收录:
  • 美国化学文摘(网络版),美国剑桥科学文摘,中国北大核心期刊(2004版),中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版)
  • 被引量:24168