日本船舶海洋工学会論文集
Online ISSN : 1881-1760
Print ISSN : 1880-3717
ISSN-L : 1880-3717
構造信頼性理論による非線形応答のための設計不規則波列の導出
飯島 一博藤久保 昌彦堀田 裕樹中村 健人
著者情報
ジャーナル フリー

2014 年 19 巻 p. 101-110

詳細
抄録

The primary objective of the present paper is to obtain an irregular wave train inducing the most likely nonlinear response at an arbitrary probability level in a short term sea state. The target response includes nonlinear combined load, e.g., von Mises stress, and cumulative elasto-plastic behavior of hull girder after the ultimate strength. To this end, FORM (First Order Reliability Method) is adopted following the works by Jensen, JJ. Then, the irregular wave train could be obtained as design points on limit state function by FORM. Once such an irregular wave train is obtained, the most likely response could be estimated easily either by simulation or experiment under the specified wave train. It is shown that such an irregular wave train could be specified for nonlinear response such as the combined load and the cumulative collapse behavior. It is observed that the irregular wave train which induces the most likely collapse behavior is characterized by one extreme peak.

著者関連情報
© 2014 社団法人 日本船舶海洋工学会
前の記事 次の記事
feedback
Top