Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.12394/15511
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dc.contributor.advisorLaurencio Luna, Manuel Ismaeles_PE
dc.contributor.authorMatamoros Paitan, Deyvid Froilanes_PE
dc.contributor.authorDolorier Flores, Efrain Juniores_PE
dc.contributor.authorAlanya Almonacid, Faiferes_PE
dc.contributor.authorLaurencio Luna, Manuel Ismaeles_PE
dc.date.accessioned2024-09-16T06:50:36Z-
dc.date.available2024-09-16T06:50:36Z-
dc.date.issued2024-
dc.identifier.citationMatamoros, D., Dolorier, E., Alanya, F. y Laurencio,M y (2024). Influence of Structural Properties Modeling in Building Analysis: Diaphragms, Rigid-Zone Factor and Wall Meshing. Tesis para optar el título profesional de Ingeniero Civil, Escuela Académico Profesional de Ingeniería Civil, Universidad Continental, Huancayo, Perú.es_PE
dc.identifier.urihttps://hdl.handle.net/20.500.12394/15511-
dc.description.abstractNowadays, several computer programs are used for the design of buildings and other structures, each of them with its sequence of design algorithms. However, the competent professional uses conventional design criteria without analyzing the demanding considerations in the modeling of a structure. That is why in this research the objective was to determine the influence of the variation of the structural properties in the analysis of buildings. To this purpose, a 10-story building was used with a mezzanine height of 3.25m and a total height of 33.7m composed of a structural system of walls with different area elements, rigid arms, discretization of walls and diaphragms, which were modeled in the ETABS V19 software. The M0.5MF-M3 model was the one that showed average values for displacement, stiffness of the structure, shear force, bending moment and interstory drifts. Finally, the membrane type elements performed better in the modeling of the structure compared to the shell type elements. The flexible and rigid diaphragms should be considered according to their in-plane deflection, as well as the assignment of the rigid arm with a factor of 0.5 and a controlled meshing in the walls helps to represent the structure in its more adequate modeling.es_PE
dc.formatapplication/pdfes_PE
dc.format.extentp. 1593-1610es_PE
dc.language.isoenges_PE
dc.publisherUniversidad Continentales_PE
dc.relationhttps://www.hrpub.org/journals/article_info.php?aid=14077es_PE
dc.rightsinfo:eu-repo/semantics/openAccesses_PE
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/es_PE
dc.sourceUniversidad Continentales_PE
dc.sourceRepositorio Institucional - Continentales_PE
dc.subjectAgregados (Materiales de construcción)es_PE
dc.subjectCargas Estructuraleses_PE
dc.titleInfluence of Structural Properties Modeling in Building Analysis: Diaphragms, Rigid-Zone Factor and Wall Meshinges_PE
dc.typeinfo:eu-repo/semantics/bachelorThesises_PE
dc.rights.licenseAttribution 4.0 International (CC BY 4.0)es_PE
dc.rights.accessRightsAcceso abiertoes_PE
dc.publisher.countryPEes_PE
thesis.degree.nameIngeniero Civiles_PE
thesis.degree.grantorUniversidad Continental. Facultad de Ingenieríaes_PE
thesis.degree.disciplineIngeniería Civiles_PE
thesis.degree.programPregrado presencial regulares_PE
dc.identifier.journalHorizon Research Publishinges_PE
dc.identifier.doihttps://doi.org/10.13189/cea.2024.120325-
dc.subject.ocdehttps://purl.org/pe-repo/ocde/ford#2.01.00es_PE
renati.advisor.dni42362708-
renati.advisor.orcidhttps://orcid.org/0000-0002-5992-0202es_PE
renati.author.dni75285435-
renati.author.dni43214382-
renati.author.dni47835741-
renati.author.dni42362708-
renati.discipline732016es_PE
renati.levelhttps://purl.org/pe-repo/renati/level#tituloProfesionales_PE
renati.typehttps://purl.org/pe-repo/renati/type#tesises_PE
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_PE
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