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System-reliability-based design and topology optimization of structures under constraints on first-passage probability
Author(s) -
Junho Chun,
Junho Song,
Gláucio H. Paulino
Publication year - 2018
Publication title -
structural safety
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.644
H-Index - 93
eISSN - 1879-3355
pISSN - 0167-4730
DOI - 10.1016/j.strusafe.2018.06.006
Subject(s) - event (particle physics) , truss , sensitivity (control systems) , reliability (semiconductor) , topology optimization , probability distribution , mathematical optimization , probability mass function , series (stratigraphy) , stochastic optimization , optimization problem , interval (graph theory) , computer science , mathematics , topology (electrical circuits) , algorithm , engineering , structural engineering , statistics , finite element method , paleontology , power (physics) , physics , quantum mechanics , combinatorics , electronic engineering , biology
For the purpose of reliability assessment of a structure subject to stochastic excitations, the probability of the occurrence of at least one failure event over a time interval, i.e. the first-passage probability, often needs to be evaluated. In this paper, a new method is proposed to incorporate constraints on the first-passage probability into reliability-based optimization of structural design or topology. For efficient evaluations of first-passage probability during the optimization, the failure event is described as a series system event consisting of instantaneous failure events defined at discrete time points. The probability of the series system event is then computed by use of a system reliability analysis method termed as the sequential compounding method. The adjoint sensitivity formulation is derived for calculating the parameter sensitivity of the first-passage probability to facilitate the use of efficient gradient-based optimization algorithms. The proposed method is successfully demonstrated by numerical examples of a space truss and building structures subjected to stochastic earthquake ground motions.

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