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An efficient framework for the reliability-based design optimization of large-scale uncertain and stochastic linear systems

机译:大型不确定和随机线性系统基于可靠性的设计优化的有效框架

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This paper is focused on the development of an efficient reliability-based design optimization algorithm for solving problems posed on uncertain linear dynamic systems characterized by large design variable vectors and driven by non-stationary stochastic excitation. The interest in such problems lies in the desire to define a new generation of tools that can efficiently solve practical problems, such as the design of high-rise buildings in seismic zones, characterized by numerous free parameters in a rigorously probabilistic setting. To this end a novel decoupling approach is developed based on defining and solving a limited sequence of deterministic optimization sub-problems. In particular, each sub-problem is formulated from information pertaining to a single simulation carried out exclusively in the current design point. This characteristic drastically limits the number of simulations necessary to find a solution to the original problem while making the proposed approach practically insensitive to the size of the design variable vector. To demonstrate the efficiency and strong convergence properties of the proposed approach, the structural system of a high-rise building defined by over three hundred free parameters is optimized under non-stationary stochastic earthquake excitation. (C) 2015 Elsevier Ltd. All rights reserved.
机译:本文致力于开发一种有效的基于可靠性的设计优化算法,以解决存在不确定性的线性动态系统中的问题,该线性系统具有较大的设计变量矢量,并且受非平稳随机激励驱动。对此类问题的兴趣在于,希望定义一种能够有效解决实际问题的新一代工具,例如地震带中高层建筑的设计,其特征在于严格概率设置中的众多自由参数。为此,基于定义和解决确定性优化子问题的有限序列,开发了一种新颖的解耦方法。特别地,每个子问题是由与在当前设计点中专门执行的单个模拟有关的信息构成的。该特性极大地限制了寻找原始问题解决方案所需的仿真次数,同时使所提出的方法实际上对设计变量矢量的大小不敏感。为了证明该方法的有效性和强收敛性,在非平稳随机地震激励下,优化了由三百多个自由参数定义的高层建筑的结构系统。 (C)2015 Elsevier Ltd.保留所有权利。

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