The incidence of alternative minimum load values in masonry partition and lightweight partition systems with a cost analysis in Barranquilla, Colombia

This paper presents the structural behaviour of a 11-storey tall rectangular building for residential use in three configurations with different partition systems. The three partition systems considered were as follows: masonry partitions made from clay brick, masonry partitions made from concrete b...

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Autores:
Sabau, Marian
Ayala Rueda, Claudia Ines
Salas Barraza, Jose Fernando
Nuñez Vivas, Jholman Elifas
Cardona Almeida, Cesar Antonio
Tipo de recurso:
Article of journal
Fecha de publicación:
2018
Institución:
Corporación Universidad de la Costa
Repositorio:
REDICUC - Repositorio CUC
Idioma:
eng
OAI Identifier:
oai:repositorio.cuc.edu.co:11323/923
Acceso en línea:
https://hdl.handle.net/11323/923
https://doi.org/10.1016/j.cscm.2018.e00194
https://repositorio.cuc.edu.co/
Palabra clave:
Building
Costs
Drywall
Lightweight partition
Masonry partition
Rights
openAccess
License
Atribución – No comercial – Compartir igual
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dc.title.eng.fl_str_mv The incidence of alternative minimum load values in masonry partition and lightweight partition systems with a cost analysis in Barranquilla, Colombia
title The incidence of alternative minimum load values in masonry partition and lightweight partition systems with a cost analysis in Barranquilla, Colombia
spellingShingle The incidence of alternative minimum load values in masonry partition and lightweight partition systems with a cost analysis in Barranquilla, Colombia
Building
Costs
Drywall
Lightweight partition
Masonry partition
title_short The incidence of alternative minimum load values in masonry partition and lightweight partition systems with a cost analysis in Barranquilla, Colombia
title_full The incidence of alternative minimum load values in masonry partition and lightweight partition systems with a cost analysis in Barranquilla, Colombia
title_fullStr The incidence of alternative minimum load values in masonry partition and lightweight partition systems with a cost analysis in Barranquilla, Colombia
title_full_unstemmed The incidence of alternative minimum load values in masonry partition and lightweight partition systems with a cost analysis in Barranquilla, Colombia
title_sort The incidence of alternative minimum load values in masonry partition and lightweight partition systems with a cost analysis in Barranquilla, Colombia
dc.creator.fl_str_mv Sabau, Marian
Ayala Rueda, Claudia Ines
Salas Barraza, Jose Fernando
Nuñez Vivas, Jholman Elifas
Cardona Almeida, Cesar Antonio
dc.contributor.author.spa.fl_str_mv Sabau, Marian
Ayala Rueda, Claudia Ines
Salas Barraza, Jose Fernando
Nuñez Vivas, Jholman Elifas
Cardona Almeida, Cesar Antonio
dc.subject.eng.fl_str_mv Building
Costs
Drywall
Lightweight partition
Masonry partition
topic Building
Costs
Drywall
Lightweight partition
Masonry partition
description This paper presents the structural behaviour of a 11-storey tall rectangular building for residential use in three configurations with different partition systems. The three partition systems considered were as follows: masonry partitions made from clay brick, masonry partitions made from concrete block and lightweight partitions made from drywall. The structural analysis was carried out considering dead, live and earthquake loads. For the calculation of the dead loads generated by the non-structural elements such as partition walls two type of analysis were considered for each partition system. The first one with the alternative minimum loads suggested by the Colombian Earthquake Resistant Building Regulations, NSR-10 and the second one with the real calculated loads. In total six structural analyses were carried out. Lower values as much as 17% for maximum vertical deformations and 18% for story drifts have been obtained for the analysis with the alternative minimum loads compared to the real calculated loads. For both type of analysis, the building with lightweight partition system behaved best, lower values as much as 12% for deformations and 19% for drifts have been obtained. Also, the cost analysis shows that it is more economical to construct the building with drywall partitions, the reduction in cost being 12% in comparison to masonry partitions.
publishDate 2018
dc.date.accessioned.none.fl_str_mv 2018-11-13T22:54:56Z
dc.date.available.none.fl_str_mv 2018-11-13T22:54:56Z
dc.date.issued.none.fl_str_mv 2018-09-03
dc.type.spa.fl_str_mv Artículo de revista
dc.type.coar.fl_str_mv http://purl.org/coar/resource_type/c_2df8fbb1
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status_str acceptedVersion
dc.identifier.issn.spa.fl_str_mv 22145095
dc.identifier.uri.spa.fl_str_mv https://hdl.handle.net/11323/923
dc.identifier.doi.spa.fl_str_mv https://doi.org/10.1016/j.cscm.2018.e00194
dc.identifier.instname.spa.fl_str_mv Corporación Universidad de la Costa
dc.identifier.reponame.spa.fl_str_mv REDICUC - Repositorio CUC
dc.identifier.repourl.spa.fl_str_mv https://repositorio.cuc.edu.co/
identifier_str_mv 22145095
Corporación Universidad de la Costa
REDICUC - Repositorio CUC
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https://doi.org/10.1016/j.cscm.2018.e00194
https://repositorio.cuc.edu.co/
dc.language.iso.none.fl_str_mv eng
language eng
dc.rights.spa.fl_str_mv Atribución – No comercial – Compartir igual
dc.rights.accessrights.spa.fl_str_mv info:eu-repo/semantics/openAccess
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rights_invalid_str_mv Atribución – No comercial – Compartir igual
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.publisher.spa.fl_str_mv Case Studies in Construction Materials
institution Corporación Universidad de la Costa
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spelling Sabau, MarianAyala Rueda, Claudia InesSalas Barraza, Jose FernandoNuñez Vivas, Jholman ElifasCardona Almeida, Cesar Antonio2018-11-13T22:54:56Z2018-11-13T22:54:56Z2018-09-0322145095https://hdl.handle.net/11323/923https://doi.org/10.1016/j.cscm.2018.e00194Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/This paper presents the structural behaviour of a 11-storey tall rectangular building for residential use in three configurations with different partition systems. The three partition systems considered were as follows: masonry partitions made from clay brick, masonry partitions made from concrete block and lightweight partitions made from drywall. The structural analysis was carried out considering dead, live and earthquake loads. For the calculation of the dead loads generated by the non-structural elements such as partition walls two type of analysis were considered for each partition system. The first one with the alternative minimum loads suggested by the Colombian Earthquake Resistant Building Regulations, NSR-10 and the second one with the real calculated loads. In total six structural analyses were carried out. Lower values as much as 17% for maximum vertical deformations and 18% for story drifts have been obtained for the analysis with the alternative minimum loads compared to the real calculated loads. For both type of analysis, the building with lightweight partition system behaved best, lower values as much as 12% for deformations and 19% for drifts have been obtained. 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