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Erschienen in:
Review and Applications of Metaheuristic Algorithms in Civil Engineering Kapitel lesen Erstes Kapitel lesen

2016 | OriginalPaper | Buchkapitel

Performance-Based Optimum Seismic Design of Steel Dual Braced Frames by Bat Algorithm

verfasst von : Saeed Gholizadeh, Hamed Poorhoseini

Erschienen in: Metaheuristics and Optimization in Civil Engineering

Verlag: Springer International Publishing

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Abstract

One of the challenging problems in the field of structural engineering is designing cost-efficient structures with improved performance subject to earthquake loading conditions. Structural optimization procedures can be effectively employed for performance-based optimal design of structures. In this study, bat algorithm (BA) is utilized to implement performance-based optimum seismic design of steel dual braced frames for various performance levels. The required structural seismic responses are evaluated by performing nonlinear pushover analysis. The results found by BA are then compared with those of obtained by other popular meta-heuristics such as firefly algorithm (FA) and particle swarm optimization (PSO) to provide an insight about its computational performance. Two numerical examples are presented and the numerical results reveal that the BA outperforms PSO and FA.

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Vorheriges Kapitel Metaheuristic Optimization in Structural Engineering
Nächstes Kapitel Genetic Algorithms for Optimization of 3D Truss Structures
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Metadaten
Titel
Performance-Based Optimum Seismic Design of Steel Dual Braced Frames by Bat Algorithm
verfasst von
Saeed Gholizadeh
Hamed Poorhoseini
Copyright-Jahr
2016
Buch
Metaheuristics and Optimization in Civil Engineering

Print ISBN: 978-3-319-26243-7

Electronic ISBN: 978-3-319-26245-1

Copyright-Jahr: 2016

DOI
https://doi.org/10.1007/978-3-319-26245-1_5