李昕

个人信息Personal Information

教授

博士生导师

硕士生导师

主要任职:基建处处长

其他任职:海岸和近海工程国家重点实验室副主任

性别:男

毕业院校:大连理工大学

学位:博士

所在单位:水利工程系

学科:水工结构工程. 港口、海岸及近海工程. 防灾减灾工程及防护工程

办公地点:综合实验楼4号,207房间

联系方式:lixin@dlut.edu.cn

电子邮箱:lixin@dlut.edu.cn

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Analysis of Offshore Structures Based on Response Spectrum of Ice Force

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论文类型:期刊论文

发表时间:2019-11-01

发表刊物:JOURNAL OF MARINE SCIENCE AND ENGINEERING

收录刊物:SCIE

卷号:7

期号:11

关键字:ice force; design response spectrum; crushing failure; bending failure

摘要:With the development of large-scale offshore projects, sea ice is a potential threat to the safety of offshore structures. The main forms of damage to bottom-fixed offshore structures under sea ice are crushing failure and bending failure. Referred to as the concept of seismic response spectrums, the design response spectrum of offshore structures induced by the crushing and bending ice failure is presented. Selecting the Bohai Sea in China as an example, the sea areas were divided into different ice zones due to the different sea ice parameters. Based on the crushing and bending failure power spectral densities of ice force, a large amount of ice force time-history samples are firstly generated for each ice zone. The time-history of the maximum responses of a series of single degree of freedom systems with different natural frequencies under the ice force are calculated and subsequently, a response spectrum curve is obtained. Finally, by fitting all the response spectrum curves from different samples, the design response spectrum is generated for each ice zone. The ice force influence coefficients for crushing and bending failure are obtained, which can be used to estimate the stochastic sea ice force acting on a structure conveniently in a static way. A comparison of the proposed response spectrum method with the Monte Carlo method by a numerical example shows good agreement.