Bracing alternatives in tapered frames under wind loads
The level of risk caused by forces of the nature could be reduced with an appropriate intervention of vulnerability, since such threats cannot be reduced. One of the alternatives to reduce the structural vulnerability of buildings is provide elements, such as bracing, to improve their behavior when...
- Autores:
- Tipo de recurso:
- Fecha de publicación:
- 2009
- Institución:
- Universidad Tecnológica de Bolívar
- Repositorio:
- Repositorio Institucional UTB
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.utb.edu.co:20.500.12585/9124
- Acceso en línea:
- https://hdl.handle.net/20.500.12585/9124
- Palabra clave:
- Different distributions
Horizontal forces
In-buildings
Limited information
Structural vulnerability
Wind load
Energy resources
Renewable energy resources
Environmental engineering
- Rights
- restrictedAccess
- License
- http://creativecommons.org/licenses/by-nc-nd/4.0/
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2020-03-26T16:33:00Z2020-03-26T16:33:00Z200911th Americas Conference on Wind Engineeringhttps://hdl.handle.net/20.500.12585/9124Universidad Tecnológica de BolívarRepositorio UTB57209573308The level of risk caused by forces of the nature could be reduced with an appropriate intervention of vulnerability, since such threats cannot be reduced. One of the alternatives to reduce the structural vulnerability of buildings is provide elements, such as bracing, to improve their behavior when they are subjected to forces arising from these threats. The reduction of vulnerability in buildings type warehouse is achieved with elements that help to absorb horizontal forces acting on it, such as bracing and wind bracing. Due to the limited information about the better way to distribute these elements to reach a good configuration of the structure, we present this document, where we will analyze different distributions for the bracing that provides the best cost-benefit.Recurso electrónicoapplication/pdfenghttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/restrictedAccessAtribución-NoComercial 4.0 Internacionalhttp://purl.org/coar/access_right/c_16echttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84862101254&partnerID=40&md5=a1c88c5e43c02f1199e298c963fc09f411th Americas Conference on Wind EngineeringBracing alternatives in tapered frames under wind loadsinfo:eu-repo/semantics/conferenceObjectinfo:eu-repo/semantics/publishedVersionConferenciahttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_c94fDifferent distributionsHorizontal forcesIn-buildingsLimited informationStructural vulnerabilityWind loadEnergy resourcesRenewable energy resourcesEnvironmental engineeringSan Juan22 June 2009 through 26 June 2009Rivera A.M.M.Gómez, A., Cuadro, M., Alternativas de rigidización en pórticos metálicos acartelados sometidos a cargas de viento (2003) Proyecto de Grado Para Optar El Título de Ingeniero Civil, , Universidad de Cartagena, Cartagena. Directed by: Ing. Mic. Antonio MerlanoPeña, J., Vargas, O., Alternativas de rigidización en pórticos metálicos acartelados. (Arriostramiento tipo rodillo en parte de su altura) (2005) Proyecto de Grado Para Optar El Título de Ingeniero Civil, , Universidad de Cartagena, Cartagena. Directed by Ing. Mic. Antonio Merlano(1997) NormasColombianas de Diseño y Construcción Sismo Resistente, , NSR - 98. Asociación de Ingeniería Sísmica AIS. Ley 400 de. Decreto 33 de 1998. República de Colombia(1989) Manual of Steel Construction Allowable Stress Design, , AISC, Ninth Edition. Fourth impression (September)(2002) Minimum Design Load for Building and Other Structures, , ASCE 7-02http://purl.org/coar/resource_type/c_c94fTHUMBNAILMiniProdInv.pngMiniProdInv.pngimage/png23941https://repositorio.utb.edu.co/bitstream/20.500.12585/9124/1/MiniProdInv.png0cb0f101a8d16897fb46fc914d3d7043MD5120.500.12585/9124oai:repositorio.utb.edu.co:20.500.12585/91242021-02-02 14:42:13.648Repositorio Institucional UTBrepositorioutb@utb.edu.co |
dc.title.none.fl_str_mv |
Bracing alternatives in tapered frames under wind loads |
title |
Bracing alternatives in tapered frames under wind loads |
spellingShingle |
Bracing alternatives in tapered frames under wind loads Different distributions Horizontal forces In-buildings Limited information Structural vulnerability Wind load Energy resources Renewable energy resources Environmental engineering |
title_short |
Bracing alternatives in tapered frames under wind loads |
title_full |
Bracing alternatives in tapered frames under wind loads |
title_fullStr |
Bracing alternatives in tapered frames under wind loads |
title_full_unstemmed |
Bracing alternatives in tapered frames under wind loads |
title_sort |
Bracing alternatives in tapered frames under wind loads |
dc.subject.keywords.none.fl_str_mv |
Different distributions Horizontal forces In-buildings Limited information Structural vulnerability Wind load Energy resources Renewable energy resources Environmental engineering |
topic |
Different distributions Horizontal forces In-buildings Limited information Structural vulnerability Wind load Energy resources Renewable energy resources Environmental engineering |
description |
The level of risk caused by forces of the nature could be reduced with an appropriate intervention of vulnerability, since such threats cannot be reduced. One of the alternatives to reduce the structural vulnerability of buildings is provide elements, such as bracing, to improve their behavior when they are subjected to forces arising from these threats. The reduction of vulnerability in buildings type warehouse is achieved with elements that help to absorb horizontal forces acting on it, such as bracing and wind bracing. Due to the limited information about the better way to distribute these elements to reach a good configuration of the structure, we present this document, where we will analyze different distributions for the bracing that provides the best cost-benefit. |
publishDate |
2009 |
dc.date.issued.none.fl_str_mv |
2009 |
dc.date.accessioned.none.fl_str_mv |
2020-03-26T16:33:00Z |
dc.date.available.none.fl_str_mv |
2020-03-26T16:33:00Z |
dc.type.coarversion.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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http://purl.org/coar/resource_type/c_c94f |
dc.type.driver.none.fl_str_mv |
info:eu-repo/semantics/conferenceObject |
dc.type.hasVersion.none.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.spa.none.fl_str_mv |
Conferencia |
status_str |
publishedVersion |
dc.identifier.citation.none.fl_str_mv |
11th Americas Conference on Wind Engineering |
dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/20.500.12585/9124 |
dc.identifier.instname.none.fl_str_mv |
Universidad Tecnológica de Bolívar |
dc.identifier.reponame.none.fl_str_mv |
Repositorio UTB |
dc.identifier.orcid.none.fl_str_mv |
57209573308 |
identifier_str_mv |
11th Americas Conference on Wind Engineering Universidad Tecnológica de Bolívar Repositorio UTB 57209573308 |
url |
https://hdl.handle.net/20.500.12585/9124 |
dc.language.iso.none.fl_str_mv |
eng |
language |
eng |
dc.relation.conferenceplace.none.fl_str_mv |
San Juan |
dc.relation.conferencedate.none.fl_str_mv |
22 June 2009 through 26 June 2009 |
dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_16ec |
dc.rights.uri.none.fl_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ |
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info:eu-repo/semantics/restrictedAccess |
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Atribución-NoComercial 4.0 Internacional |
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http://creativecommons.org/licenses/by-nc-nd/4.0/ Atribución-NoComercial 4.0 Internacional http://purl.org/coar/access_right/c_16ec |
eu_rights_str_mv |
restrictedAccess |
dc.format.medium.none.fl_str_mv |
Recurso electrónico |
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application/pdf |
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https://www.scopus.com/inward/record.uri?eid=2-s2.0-84862101254&partnerID=40&md5=a1c88c5e43c02f1199e298c963fc09f4 |
institution |
Universidad Tecnológica de Bolívar |
dc.source.event.none.fl_str_mv |
11th Americas Conference on Wind Engineering |
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