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Vibration Characteristics of An Offshore Platform and Its Vibration Control

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【作者】 李华军王树青杨永春王燕

【Author】 LI Hua-jun WANG Shu-qingYANG Yong-chun and WANG YanCollege of Engineering, Ocean University of Qingdao , Cingdao, 266071 , China

【机构】 College of EngineeringOcean University of QingdaoQingdao266071ChinaChina

【摘要】 <正> A template offshore platform, located in the Bohai Bay of China, has exhibited excessive, unexpected vibration un-der mildly hostile sea conditions, which has affected the normal operation of the platform. Since the structure was de-signed to sustain more severe wave climate, the cause of the excessive vibration has been suspected to originate from other sources. The main objectives of this study are to investigate the causes of the excessive vibration, and to explore possible remedies to solve the problem, In this paper, the vibration behavior of the offshore platform is analyzed by means of finite element (FE) modeling, field measurements and laboratory test. Results of analysis suggest that relative movement and impact between the piles and the jacket legs exist, i. e. the piles and the jacket are not perfectly connected. The discon-nection of the piles and jacket weakens the overall stiffness of the platform, and therefore produces unexpected excessive vibration. In this study, measures for reducing

【Abstract】 A template offshore platform, located in the Bohai Bay of China, has exhibited excessive, unexpected vibration un-der mildly hostile sea conditions, which has affected the normal operation of the platform. Since the structure was de-signed to sustain more severe wave climate, the cause of the excessive vibration has been suspected to originate from other sources. The main objectives of this study are to investigate the causes of the excessive vibration, and to explore possible remedies to solve the problem, In this paper, the vibration behavior of the offshore platform is analyzed by means of finite element (FE) modeling, field measurements and laboratory test. Results of analysis suggest that relative movement and impact between the piles and the jacket legs exist, i. e. the piles and the jacket are not perfectly connected. The discon-nection of the piles and jacket weakens the overall stiffness of the platform, and therefore produces unexpected excessive vibration. In this study, measures for reducing the excessive vibration are proposed to control the response of the platform.

【基金】 This work was financially supported by the National Natural Science Foundation of China(Grant No.50179014)
  • 【文献出处】 China Ocean Engineering ,中国海洋工程(英文版) , 编辑部邮箱 ,2002年04期
  • 【分类号】O327
  • 【被引频次】8
  • 【下载频次】134
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