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...
- 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 |
dc.type.coar.spa.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 |
dc.type.content.spa.fl_str_mv |
Text |
dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.redcol.spa.fl_str_mv |
http://purl.org/redcol/resource_type/ART |
dc.type.version.spa.fl_str_mv |
info:eu-repo/semantics/acceptedVersion |
format |
http://purl.org/coar/resource_type/c_6501 |
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 |
url |
https://hdl.handle.net/11323/923 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 |
dc.rights.coar.spa.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
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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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. 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.Sabau, Marian-0000-0002-6595-2323-600Ayala Rueda, Claudia Ines-90d5eeaf-fca4-4661-8bc3-a31faa799e50-0Salas Barraza, Jose Fernando-4e75876e-f0c6-4da2-8ee2-2c2ac78c86ab-0Nuñez Vivas, Jholman Elifas-c2b83fcc-31df-4081-bb86-aa7551ee5225-0Cardona Almeida, Cesar Antonio-0000-0002-7030-3782-600engCase Studies in Construction MaterialsAtribución – No comercial – Compartir igualinfo:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2BuildingCostsDrywallLightweight partitionMasonry partitionThe incidence of alternative minimum load values in masonry partition and lightweight partition systems with a cost analysis in Barranquilla, ColombiaArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/acceptedVersionPublicationORIGINALThe Incidence Of Alternative Minimum.pdfThe Incidence Of Alternative Minimum.pdfapplication/pdf235914https://repositorio.cuc.edu.co/bitstreams/e9dc73e3-40dc-4cef-b7b0-1f6d03b70df9/download96363e3ce3153d7b4a95deb3b6fddfffMD51LICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorio.cuc.edu.co/bitstreams/9aab3ad5-997b-4b40-adbd-aa57e772c21a/download8a4605be74aa9ea9d79846c1fba20a33MD52THUMBNAILThe Incidence Of Alternative Minimum.pdf.jpgThe Incidence Of Alternative Minimum.pdf.jpgimage/jpeg47404https://repositorio.cuc.edu.co/bitstreams/3005d807-566d-4741-83d1-d0f8253143ee/downloadd693ffaba7ea0c62b321a65bf9fe2c18MD54TEXTThe Incidence Of Alternative Minimum.pdf.txtThe Incidence Of Alternative Minimum.pdf.txttext/plain1786https://repositorio.cuc.edu.co/bitstreams/8b5ad460-4bb2-4010-b29a-90347e8f6f52/downloadef269f210d6eaa2a60a276b0f2622c35MD5511323/923oai:repositorio.cuc.edu.co:11323/9232024-09-17 14:06:21.99open.accesshttps://repositorio.cuc.edu.coRepositorio de la Universidad de la Costa CUCrepdigital@cuc.edu.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 |