Efficient Approach to System-Level Reliability-Based Design Optimization of Large-Scale Uncertain and Dynamic Wind-Excited Systems

被引:13
作者
Suksuwan, Arthriya [1 ]
Spence, Seymour M. J. [1 ]
机构
[1] Univ Michigan, Dept Civil & Environm Engn, Ann Arbor, MI 48109 USA
基金
美国国家科学基金会;
关键词
Reliability-based design optimization; Monte Carlo simulation; Structural optimization; Wind engineering; STOCHASTIC SUBSET OPTIMIZATION; TOPOLOGY OPTIMIZATION; SENSITIVITY-ANALYSIS; SIMULATION; BUILDINGS; LOADS;
D O I
10.1061/AJRUA6.0000960
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper is focused on the development of an efficient system-level reliability-based design optimization strategy for uncertain wind-excited building systems characterized by high-dimensional design variable vectors (in the order of hundreds). Indeed, although a number of methods have been proposed over the last 15years for the system-level reliability-based design optimization of building systems subject to stochastic excitation, few have treated problems characterized by more than a handful of design variables. This limits their applicability to practical problems of interest, such as the design optimization of high-rise buildings. To overcome this limitation, a simulation-based method is proposed in this work that is capable of solving reliability-based design optimization problems characterized by high-dimensional design variable vectors while considering system-level performance constraints. The framework is based on approximately decoupling the reliability analysis from the optimization loop through the definition of a system-level subproblem that can be fully defined from the results of a single simulation carried out in the current design point. To demonstrate the efficiency, practicality, and strong convergence properties of the proposed framework, a 40-story uncertain planar frame defined by 200 design variables is optimized under stochastic wind excitation. (C) 2018 American Society of Civil Engineers.
引用
收藏
页数:12
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