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Accurate Structural Reliability Analysis Using an Improved Line-Sampling-Method-Based Slime Mold Algorithm
AbstractLine 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 insta...
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Published in: | ASCE-ASME journal of risk and uncertainty in engineering systems. Part A, Civil Engineering Civil Engineering, 2021-06, Vol.7 (2) |
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container_title | ASCE-ASME journal of risk and uncertainty in engineering systems. Part A, Civil Engineering |
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creator | Jafari-Asl, Jafar Ohadi, Sima Ben Seghier, Mohamed El Amine Trung, Nguyen-Thoi |
description | AbstractLine 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. |
doi_str_mv | 10.1061/AJRUA6.0001129 |
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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.</description><identifier>ISSN: 2376-7642</identifier><identifier>EISSN: 2376-7642</identifier><identifier>DOI: 10.1061/AJRUA6.0001129</identifier><language>eng</language><publisher>Reston: American Society of Civil Engineers</publisher><subject>Algorithms ; Civil engineering ; Computer simulation ; Computing costs ; Divergence ; Heuristic methods ; Importance sampling ; Limit states ; Mold ; Monte Carlo simulation ; Optimization ; Reliability analysis ; Reliability engineering ; Robustness (mathematics) ; Slime ; Structural reliability ; Technical Papers</subject><ispartof>ASCE-ASME journal of risk and uncertainty in engineering systems. 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Part A, Civil Engineering</title><description>AbstractLine 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.</description><subject>Algorithms</subject><subject>Civil engineering</subject><subject>Computer simulation</subject><subject>Computing costs</subject><subject>Divergence</subject><subject>Heuristic methods</subject><subject>Importance sampling</subject><subject>Limit states</subject><subject>Mold</subject><subject>Monte Carlo simulation</subject><subject>Optimization</subject><subject>Reliability analysis</subject><subject>Reliability engineering</subject><subject>Robustness (mathematics)</subject><subject>Slime</subject><subject>Structural reliability</subject><subject>Technical Papers</subject><issn>2376-7642</issn><issn>2376-7642</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNp1kN1LwzAUxYMoOHSvPgd8lM58tFnyWIcfkw1hc88lTdMtI21nkgr7783oQF98ugfO71zuPQDcYTTBiOHH_H21ydkEIYQxERdgROiUJVOWkss_-hqMvd-foFQQmokR2OdK9U4GDdfB9SpEbeFKWyNLY004wryV9uiNhxtv2i2ULZw3B9d96wouTKuTtWwONjrJUoddVyVP0kdrbU2j4bKzFczttnMm7JpbcFVL6_X4PG_A5uX5c_aWLD5e57N8kUiKaEhKlUqdMskwQRWWSGdSIMR0hkmlOGa6qkokSpURRAmtueCqJgqffE441_QG3A9745lfvfah2He9i2_4gqSCM0EF55GaDJRynfdO18XBmUa6Y4FRcaq0GCotzpXGwMMQkF7p35X_0D9QSXZ7</recordid><startdate>20210601</startdate><enddate>20210601</enddate><creator>Jafari-Asl, Jafar</creator><creator>Ohadi, Sima</creator><creator>Ben Seghier, Mohamed El Amine</creator><creator>Trung, Nguyen-Thoi</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20210601</creationdate><title>Accurate Structural Reliability Analysis Using an Improved Line-Sampling-Method-Based Slime Mold Algorithm</title><author>Jafari-Asl, Jafar ; Ohadi, Sima ; Ben Seghier, Mohamed El Amine ; Trung, Nguyen-Thoi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a303t-bc4ae46a6120d1a0e5a9006e512dc816eddb09bc520323f898cf2c1e5128288e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Algorithms</topic><topic>Civil engineering</topic><topic>Computer simulation</topic><topic>Computing costs</topic><topic>Divergence</topic><topic>Heuristic methods</topic><topic>Importance sampling</topic><topic>Limit states</topic><topic>Mold</topic><topic>Monte Carlo simulation</topic><topic>Optimization</topic><topic>Reliability analysis</topic><topic>Reliability engineering</topic><topic>Robustness (mathematics)</topic><topic>Slime</topic><topic>Structural reliability</topic><topic>Technical Papers</topic><toplevel>online_resources</toplevel><creatorcontrib>Jafari-Asl, Jafar</creatorcontrib><creatorcontrib>Ohadi, Sima</creatorcontrib><creatorcontrib>Ben Seghier, Mohamed El Amine</creatorcontrib><creatorcontrib>Trung, Nguyen-Thoi</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>ASCE-ASME journal of risk and uncertainty in engineering systems. Part A, Civil Engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Jafari-Asl, Jafar</au><au>Ohadi, Sima</au><au>Ben Seghier, Mohamed El Amine</au><au>Trung, Nguyen-Thoi</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Accurate Structural Reliability Analysis Using an Improved Line-Sampling-Method-Based Slime Mold Algorithm</atitle><jtitle>ASCE-ASME journal of risk and uncertainty in engineering systems. Part A, Civil Engineering</jtitle><date>2021-06-01</date><risdate>2021</risdate><volume>7</volume><issue>2</issue><issn>2376-7642</issn><eissn>2376-7642</eissn><abstract>AbstractLine 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.</abstract><cop>Reston</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/AJRUA6.0001129</doi></addata></record> |
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subjects | Algorithms Civil engineering Computer simulation Computing costs Divergence Heuristic methods Importance sampling Limit states Mold Monte Carlo simulation Optimization Reliability analysis Reliability engineering Robustness (mathematics) Slime Structural reliability Technical Papers |
title | Accurate Structural Reliability Analysis Using an Improved Line-Sampling-Method-Based Slime Mold Algorithm |
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