Reliability-based optimization of geotechnical design using a constrained optimization technique

被引:4
|
作者
Mahmood, Zafar [1 ]
机构
[1] Univ Buraimi, Coll Engn, Dept Civil & Architectural Engn, POB 890, Al Buraimi 512, Oman
关键词
Reliability-based optimization; Reliability analysis; Constrained optimization; First-order reliability method; Retaining wall;
D O I
10.1007/s42452-020-1948-4
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Uncertainty and risk are inherent in geotechnical engineering. Reliability-based optimization (RBO) is a methodology that determines the best design solution according to certain design criteria while explicitly considering the effects of uncertainty. RBO ensures a design that is economical as well as reliable in the presence of uncertainties. This paper suggests a direct method for RBO of geotechnical systems by coupling reliability assessment and cost minimization. RBO is proposed as a double-loop (or nested-loop) constrained optimization problem, with cost optimization of geotechnical system through the outer loop repeatedly calling the inner reliability evaluation loop. First-order reliability method is used to compute the reliability index. An algorithm based on constrained optimization is proposed. MATLAB's constrained optimization function, fmincon, is used in two loops: the outer loop to minimize the cost of geotechnical system, and the inner loop to minimize the reliability index to a target value while satisfying geotechnical design requirements. The proposed method is employed to obtain the optimal design of a gravity retaining wall, and compared with other methods, and found to be robust, accurate and feasible.
引用
收藏
页数:11
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