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dc.contributor.authorGALLARDO PÉREZ, HENRY DE JESÚS
dc.contributor.authorVergel Ortega, Mawency
dc.contributor.authorMARQUEZ-PEÑARANDA, JORGE FERNANDO
dc.date.accessioned2021-11-08T20:34:44Z
dc.date.available2021-11-08T20:34:44Z
dc.date.issued2020-12-05
dc.identifier.urihttp://repositorio.ufps.edu.co/handle/ufps/771
dc.description.abstractIn the field of civil engineering, live loads are related to the use of the floors of buildings and dwellings. Live loads are produced by weight of people and furniture. Such loads generate internal physical effects such bending moments, shear forces or axial forces on structural elements that can show high uncertainty in magnitude and position. This work proposes the application of a physical-mathematical model which considers such uncertainty when forecasting maximum probable live loads to be used in structural analysis and design of elements. To do so, field data of live loads acting on different floors of 20 dwellings built in San Jose de Cucuta, Colombia, were collected and used to verify the model validity. As a result, it was observed a small difference in forecasted live loads with respect to the live loads prescribed by the national and international structural design standards. Live loads forecasted using the model describe modern trends of use of floors and can be used as safe values for designing structural elements. Physical quantities related to bending moment effects resulted to influence importantly the obtained maximum loads values.eng
dc.format.mimetypeapplication/pdfspa
dc.language.isoengspa
dc.publisherJournal of Physics: Conference Seriesspa
dc.relation.ispartofJournal of Physics: Conference Series
dc.rightsContent from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI. Published under licence by IOP Publishing Ltdeng
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/spa
dc.sourcehttps://iopscience.iop.org/article/10.1088/1742-6596/1708/1/012029/metaspa
dc.titleVariability of live loads computed from the analysis of internal forces produced during service life of dwellingseng
dc.typeArtículo de revistaspa
dcterms.referencesAmerican Concrete Institute 2014 Building Code Requirements for Structural Concrete and Commentary: 318-14 (American Concrete Institute)spa
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dc.identifier.doi10.1088/1742-6596/1708/1/012029
dc.relation.citationeditionVol.1708 No.1.(2020)spa
dc.relation.citationendpage12029-7spa
dc.relation.citationissue1 (2020)spa
dc.relation.citationstartpage12029-1spa
dc.relation.citationvolume1708spa
dc.relation.citesPeñaranda, J. M., Pérez, H. G., & Ortega, M. V. (2020, December). Variability of live loads computed from the analysis of internal forces produced during service life of dwellings. In Journal of Physics: Conference Series (Vol. 1708, No. 1, p. 012029). IOP Publishing.
dc.relation.ispartofjournalJournal of Physics: Conference Seriesspa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.creativecommonsAtribución 4.0 Internacional (CC BY 4.0)spa
dc.type.coarhttp://purl.org/coar/resource_type/c_6501spa
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dc.type.driverinfo:eu-repo/semantics/articlespa
dc.type.redcolhttp://purl.org/redcol/resource_type/ARTspa
oaire.accessrightshttp://purl.org/coar/access_right/c_abf2spa
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85spa
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Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI. Published under licence by IOP Publishing Ltd
Except where otherwise noted, this item's license is described as Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI. Published under licence by IOP Publishing Ltd