Optimization of Reinforced Concrete Reservoir with Circumferential Stiffeners Strips by Particle Swarm Algorithm

Reinforced concrete reservoirs (RCR) have been used extensively in municipal and industrial facilities for several decades. The design of these structures requires that attention be given not only to strength requirements, but to serviceability requirements as well. These types of structures will be...

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Autores principales:	GholamReza Havaei, Saeed Kia
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2015
Materias:	stiffeners strips particle swarm algorithm reinforced concrete reservoirs optimization Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/50986e381bb04f0e957847276dc1aa03
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spelling	oai:doaj.org-article:50986e381bb04f0e957847276dc1aa032021-11-08T15:45:14ZOptimization of Reinforced Concrete Reservoir with Circumferential Stiffeners Strips by Particle Swarm Algorithm2476-39772538-261610.22065/jsce.2015.38622https://doaj.org/article/50986e381bb04f0e957847276dc1aa032015-09-01T00:00:00Zhttps://www.jsce.ir/article_38622_2bb59b155d5e05121eb60cd3fd9a8082.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Reinforced concrete reservoirs (RCR) have been used extensively in municipal and industrial facilities for several decades. The design of these structures requires that attention be given not only to strength requirements, but to serviceability requirements as well. These types of structures will be square, round, and oval reinforced concrete structures which may be above, below, or partially below ground. The main challenge is to design concrete liquid containing structures which will resist the extremes of seasonal temperature changes, a variety of loading conditions, and remain liquid tight for useful life of 50 to 60 years. In this study, optimization is performed by particle swarm algorithm basd on structural design. Firstly by structural analysis all range of shell thickness and areas of rebar find. In the second step by parameter identification system interchange algorithm, source code which developed in particle swarm algorithm by MATLAB software linked to analysis software. Therefore best and optimized thicknesses and total area of bars for each element find. Lastly with circumferential stiffeners structure optimize and show 19% decrease in weight of rebar, 20% decrease in volume of concrete, and 13% minimum cost reduction in construction procedure compared with conventional 10,000 m3 RCR structures.GholamReza HavaeiSaeed KiaIranian Society of Structrual Engineering (ISSE)articlestiffeners stripsparticle swarm algorithmreinforced concrete reservoirsoptimizationBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 2, Iss 2, Pp 28-42 (2015)
institution	DOAJ
collection	DOAJ
language	FA
topic	stiffeners strips particle swarm algorithm reinforced concrete reservoirs optimization Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	stiffeners strips particle swarm algorithm reinforced concrete reservoirs optimization Bridge engineering TG1-470 Building construction TH1-9745 GholamReza Havaei Saeed Kia Optimization of Reinforced Concrete Reservoir with Circumferential Stiffeners Strips by Particle Swarm Algorithm
description	Reinforced concrete reservoirs (RCR) have been used extensively in municipal and industrial facilities for several decades. The design of these structures requires that attention be given not only to strength requirements, but to serviceability requirements as well. These types of structures will be square, round, and oval reinforced concrete structures which may be above, below, or partially below ground. The main challenge is to design concrete liquid containing structures which will resist the extremes of seasonal temperature changes, a variety of loading conditions, and remain liquid tight for useful life of 50 to 60 years. In this study, optimization is performed by particle swarm algorithm basd on structural design. Firstly by structural analysis all range of shell thickness and areas of rebar find. In the second step by parameter identification system interchange algorithm, source code which developed in particle swarm algorithm by MATLAB software linked to analysis software. Therefore best and optimized thicknesses and total area of bars for each element find. Lastly with circumferential stiffeners structure optimize and show 19% decrease in weight of rebar, 20% decrease in volume of concrete, and 13% minimum cost reduction in construction procedure compared with conventional 10,000 m3 RCR structures.
format	article
author	GholamReza Havaei Saeed Kia
author_facet	GholamReza Havaei Saeed Kia
author_sort	GholamReza Havaei
title	Optimization of Reinforced Concrete Reservoir with Circumferential Stiffeners Strips by Particle Swarm Algorithm
title_short	Optimization of Reinforced Concrete Reservoir with Circumferential Stiffeners Strips by Particle Swarm Algorithm
title_full	Optimization of Reinforced Concrete Reservoir with Circumferential Stiffeners Strips by Particle Swarm Algorithm
title_fullStr	Optimization of Reinforced Concrete Reservoir with Circumferential Stiffeners Strips by Particle Swarm Algorithm
title_full_unstemmed	Optimization of Reinforced Concrete Reservoir with Circumferential Stiffeners Strips by Particle Swarm Algorithm
title_sort	optimization of reinforced concrete reservoir with circumferential stiffeners strips by particle swarm algorithm
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2015
url	https://doaj.org/article/50986e381bb04f0e957847276dc1aa03
work_keys_str_mv	AT gholamrezahavaei optimizationofreinforcedconcretereservoirwithcircumferentialstiffenersstripsbyparticleswarmalgorithm AT saeedkia optimizationofreinforcedconcretereservoirwithcircumferentialstiffenersstripsbyparticleswarmalgorithm
_version_	1718441749156724736

Optimization of Reinforced Concrete Reservoir with Circumferential Stiffeners Strips by Particle Swarm Algorithm

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