An integrated reliability-based design optimization of offshore towers

被引:33
|
作者
Karadeniz, Halil [1 ]
Togan, Vedat [2 ]
Vrouwenvelder, Ton [1 ]
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, Delft, Netherlands
[2] Karadeniz Tech Univ, Dept Civil Engn, Trabzon, Turkey
关键词
Reliability-based optimization; Reliability analysis; Offshore towers; Uncertainty; STRUCTURAL OPTIMIZATION; GENETIC ALGORITHMS; STEEL STRUCTURES; CONSTRAINTS; SYSTEMS;
D O I
10.1016/j.ress.2009.02.008
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
After recognizing the uncertainty in the parameters such as material, loading, geometry and so on in contrast with the conventional optimization, the reliability-based design optimization (RBDO) concept has become more meaningful to perform an economical design implementation, which includes a reliability analysis and an optimization algorithm. RBDO procedures include structural analysis, reliability analysis and sensitivity analysis both for optimization and for reliability. The efficiency of the RBDO system depends on the mentioned numerical algorithms. In this work, an integrated algorithms system is proposed to implement the RBDO of the offshore towers, which are subjected to the extreme wave loading. The numerical strategies interacting with each other to fulfill the RBDO of towers are as follows: (a) a structural analysis program, SAPOS, (b) an optimization program, SQP and (c) a reliability analysis program based on FORM. A demonstration of an example tripod tower under the reliability constraints based on limit states of the critical stress, buckling and the natural frequency is presented. (c) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1510 / 1516
页数:7
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