Arrangement of material depots for line segment–modeled structures using continuous conditions

In this study, we introduce a model for optimizing the arrangement of final material depots at a construction site. The target is to minimize the construction time, cost and resources by minimizing the total delivery distance. The model simplifies the structures that shall be constructed as line seg...

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Main Authors: Pém Attila, Mályusz Levente
Format: Article
Language:English
Published: Sciendo 2017-03-01
Series:Organization, Technology and Management in Construction: An International Journal
Subjects:
Online Access:https://doi.org/10.1515/otmcj-2016-0009
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spelling doaj-b289a6c08f084d9993963f2460ffbcd72021-09-05T20:51:28ZengSciendoOrganization, Technology and Management in Construction: An International Journal1847-62282017-03-01811518152710.1515/otmcj-2016-0009otmcj-2016-0009Arrangement of material depots for line segment–modeled structures using continuous conditionsPém Attila0Mályusz Levente1Department of Construction Technology and Management, Budapest University of Technology and Economics, Budapest1111, Hungary, Tel.: +36 1 463 1461, fax: +36 1 463 3554Department of Construction Technology and Management, Budapest University of Technology and Economics, Budapest1111, HungaryIn this study, we introduce a model for optimizing the arrangement of final material depots at a construction site. The target is to minimize the construction time, cost and resources by minimizing the total delivery distance. The model simplifies the structures that shall be constructed as line segments or curves. The model uses continuous conditions: the feasible positions of the final material depots are searched on the entire XY plane and the structures are used in a continuous way also. A simple example demonstrates the algorithm, and the calculated result is compared with an expert's solution. The practicability of the model is discussed by comparing the result of the model with the output of the mentality of the laborers. The further generalization of the model is declared. It needs less input data than the discrete model does so that it can be an alternative model to the discrete model if the number of units that build up the structure is large or unknown. This article is an extended version of a conference paper (Pém and Mályusz 2016).https://doi.org/10.1515/otmcj-2016-0009construction site layout planningcontinuous demandfacility location allocation
collection DOAJ
language English
format Article
sources DOAJ
author Pém Attila
Mályusz Levente
spellingShingle Pém Attila
Mályusz Levente
Arrangement of material depots for line segment–modeled structures using continuous conditions
Organization, Technology and Management in Construction: An International Journal
construction site layout planning
continuous demand
facility location allocation
author_facet Pém Attila
Mályusz Levente
author_sort Pém Attila
title Arrangement of material depots for line segment–modeled structures using continuous conditions
title_short Arrangement of material depots for line segment–modeled structures using continuous conditions
title_full Arrangement of material depots for line segment–modeled structures using continuous conditions
title_fullStr Arrangement of material depots for line segment–modeled structures using continuous conditions
title_full_unstemmed Arrangement of material depots for line segment–modeled structures using continuous conditions
title_sort arrangement of material depots for line segment–modeled structures using continuous conditions
publisher Sciendo
series Organization, Technology and Management in Construction: An International Journal
issn 1847-6228
publishDate 2017-03-01
description In this study, we introduce a model for optimizing the arrangement of final material depots at a construction site. The target is to minimize the construction time, cost and resources by minimizing the total delivery distance. The model simplifies the structures that shall be constructed as line segments or curves. The model uses continuous conditions: the feasible positions of the final material depots are searched on the entire XY plane and the structures are used in a continuous way also. A simple example demonstrates the algorithm, and the calculated result is compared with an expert's solution. The practicability of the model is discussed by comparing the result of the model with the output of the mentality of the laborers. The further generalization of the model is declared. It needs less input data than the discrete model does so that it can be an alternative model to the discrete model if the number of units that build up the structure is large or unknown. This article is an extended version of a conference paper (Pém and Mályusz 2016).
topic construction site layout planning
continuous demand
facility location allocation
url https://doi.org/10.1515/otmcj-2016-0009
work_keys_str_mv AT pemattila arrangementofmaterialdepotsforlinesegmentmodeledstructuresusingcontinuousconditions
AT malyuszlevente arrangementofmaterialdepotsforlinesegmentmodeledstructuresusingcontinuousconditions
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