Optimization problem solution in reliability analysis of reinforced concrete structures

Dimitry Val; F Bljuger; D Yankelevsky

doi:10.1016/0045-7949(95)00390-8

Optimization problem solution in reliability analysis of reinforced concrete structures

Dimitry Val, F Bljuger, D Yankelevsky

Research output: Contribution to journal › Article › peer-review

20 Citations (Scopus)

Abstract

Reliability methods for probability evaluation of structural failure involve the solution of an optimization problem. In the present paper this optimization problem is examined in its application to reinforced concrete (RC) structures. Current methods are presented and their efficiency and robustness compared through numerical examples. They are shown to lack stable convergence, and a new highly robust method is proposed. Copyright (C) 1996 Elsevier Science Ltd

Original language	English
Pages (from-to)	351-355
Number of pages	5
Journal	Computers and Structures
Volume	60
Issue number	3
DOIs	https://doi.org/10.1016/0045-7949(95)00390-8
Publication status	Published - Aug 1996

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10.1016/0045-7949(95)00390-8

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title = "Optimization problem solution in reliability analysis of reinforced concrete structures",

abstract = "Reliability methods for probability evaluation of structural failure involve the solution of an optimization problem. In the present paper this optimization problem is examined in its application to reinforced concrete (RC) structures. Current methods are presented and their efficiency and robustness compared through numerical examples. They are shown to lack stable convergence, and a new highly robust method is proposed. Copyright (C) 1996 Elsevier Science Ltd",

author = "Dimitry Val and F Bljuger and D Yankelevsky",

year = "1996",

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AU - Val, Dimitry

AU - Bljuger, F

AU - Yankelevsky, D

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N2 - Reliability methods for probability evaluation of structural failure involve the solution of an optimization problem. In the present paper this optimization problem is examined in its application to reinforced concrete (RC) structures. Current methods are presented and their efficiency and robustness compared through numerical examples. They are shown to lack stable convergence, and a new highly robust method is proposed. Copyright (C) 1996 Elsevier Science Ltd

AB - Reliability methods for probability evaluation of structural failure involve the solution of an optimization problem. In the present paper this optimization problem is examined in its application to reinforced concrete (RC) structures. Current methods are presented and their efficiency and robustness compared through numerical examples. They are shown to lack stable convergence, and a new highly robust method is proposed. Copyright (C) 1996 Elsevier Science Ltd

U2 - 10.1016/0045-7949(95)00390-8

DO - 10.1016/0045-7949(95)00390-8

M3 - Article

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VL - 60

SP - 351

EP - 355

JO - Computers and Structures

JF - Computers and Structures

IS - 3

ER -

Optimization problem solution in reliability analysis of reinforced concrete structures

Abstract

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