Technical Papers
Mar 8, 2021

Accurate Structural Reliability Analysis Using an Improved Line-Sampling-Method-Based Slime Mold Algorithm

Publication: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 7, Issue 2

Abstract

Line sampling (LS) is a robust and powerful simulation technique to reduce the computational burden provided by Monte Carlo simulation (MCS) for the reliability analysis of engineering structures. However, when dealing with highly nonlinear and implicit limit-state functions, LS yields instable results as nonconvergence or divergence. In this study, a novel framework that integrates the LS method with the slime mold algorithm (LS-SMA) is proposed to solve complex structural reliability problems. SMA is a new metaheuristic population-based algorithm inspired by the behavior and morphological changes in slime molds that can well solve multivariable optimization problems. In the proposed method, the determination of the important direction of LS is formulated as an unconstrained optimization problem according to the LS theory. Then SMA is employed to solve this optimization problem to decrease the computational cost. Thus, the LS-SMA is able to overcome the drawbacks of LS such as the local convergence and divergence. Seven numerical problems were utilized to investigate the LS-SMA applicability, where its performance was compared with MCS, subset simulation (SS), importance sampling (IS), LS, first-order reliability method (FORM), and first-order control variate method (FOCM). The results demonstrate that the proposed LS-SMA can be applied with high efficiency for solving the reliability problems that involve highly nonlinear or dimensional and complex implicit limit-state functions.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The first author thanks Dr. Mohsen Rashki and Dr. Dequan Zhang for their helpful guidance. The authors are grateful to receive comments from both the editor and reviewers, which highly improved the original manuscript.

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Go to ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 7Issue 2June 2021

History

Received: Sep 23, 2020
Accepted: Dec 14, 2020
Published online: Mar 8, 2021
Published in print: Jun 1, 2021
Discussion open until: Aug 8, 2021

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Jafar Jafari-Asl [email protected]
Ph.D. Student, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Sistan and Baluchestan, Zahedan 9816745785, Iran. Email: [email protected]
Ph.D. Student, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Sistan and Baluchestan, Zahedan 9816745785, Iran. Email: [email protected]
Mohamed El Amine Ben Seghier [email protected]
Postdoc, Div. of Computational Mathematics and Engineering, Institute for Computational Science, Ton Duc Thang Univ., Ho Chi Minh City 700000, Vietnam; Faculty of Civil Engineering, Ton Duc Thang Univ., Ho Chi Minh City 700000, Vietnam (corresponding author). Email: [email protected]
Nguyen-Thoi Trung [email protected]
Full Professor, Div. of Computational Mathematics and Engineering, Institute for Computational Science, Ton Duc Thang Univ., Ho Chi Minh City 700000, Vietnam; Faculty of Civil Engineering, Ton Duc Thang Univ., Ho Chi Minh City 700000, Vietnam. Email: [email protected]

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