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...

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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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network_acronym_str UTB2
network_name_str Repositorio Institucional UTB
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spelling 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
dc.type.coar.fl_str_mv 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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dc.rights.cc.none.fl_str_mv Atribución-NoComercial 4.0 Internacional
rights_invalid_str_mv 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
dc.format.mimetype.none.fl_str_mv application/pdf
dc.source.none.fl_str_mv 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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repository.name.fl_str_mv Repositorio Institucional UTB
repository.mail.fl_str_mv repositorioutb@utb.edu.co
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