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作 者:Yoshihiro Kanno Izuru Takewaki
机构地区:[1]Mathematics and Informatics Center,The University of Tokyo,Hongo 7-3-1,Bunkyo-ku,Tokyo,113-8656,Japan [2]Department of Architecture,Kyoto Arts and Crafts University,Kawabata-Shichijo-Agaru,Higashiyama-Ku,Kyoto,605-0991,Japan
出 处:《Computer Modeling in Engineering & Sciences》2025年第4期115-152,共38页工程与科学中的计算机建模(英文)
基 金:partially supported by JSPS KAKENHI JP24K07747.
摘 要:Response analysis of structures involving non-probabilistic uncertain parameters can be closely related to optimization.This paper provides a review on optimization-based methods for uncertainty analysis,with focusing attention on specific properties of adopted numerical optimization approaches.We collect and discuss the methods based on nonlinear programming,semidefinite programming,mixed-integer programming,mathematical programming with complementarity constraints,difference-of-convex programming,optimization methods using surrogate models and machine learning techniques,and metaheuristics.As a closely related topic,we also overview the methods for assessing structural robustness using non-probabilistic uncertainty modeling.We conclude the paper by drawing several remarks through this review.
关 键 词:UNCERTAINTY non-probabilisticmodeling optimization methods bound for structural response ROBUSTNESS
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