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Nonlinear analysis of slow drift extreme responses of a compliant offshore structure
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作者 Yingguang Wang Jiahua Tan School of Naval Architecture, Ocean and Civil Engineering,Shanghai Jiao Tong University, 200240 Shanghai, China 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2009年第5期651-657,共7页
This paper first demonstrates that the accuracy and efficiency of the method of numerical simulation often used is not very high in predicting the slow drift surge extreme responses of a compliant offshore structure. ... This paper first demonstrates that the accuracy and efficiency of the method of numerical simulation often used is not very high in predicting the slow drift surge extreme responses of a compliant offshore structure. Next, the slow drift surge extreme responses of the structure are analyzed via the path integral solution racy and efficiency of the PIS (PIS) method, and the accumethod is found to be higher than those of the numerical simulation method. A compound PIS (CPIS) method is first proposed in this article to further improve the efficiency of the path integral solution method, and the accuracy and efficiency of the CPIS method is validated. 展开更多
关键词 Compliant offshore simulation Path integral solution solution structure Numerical compound path integral
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