Please use this identifier to cite or link to this item: http://cris.unibe.edu.do/handle/123456789/138
DC FieldValueLanguage
dc.contributor.authorGuzmán Pujols, Jean Carlos-
dc.date.accessioned2021-09-13T01:43:59Z-
dc.date.available2021-09-13T01:43:59Z-
dc.date.issued2017-
dc.identifier.citationEarthquake Engineering & Structural Dynamics, 47(2), 438-459en
dc.identifier.urihttp://cris.unibe.edu.do/handle/123456789/138-
dc.description.abstractThis paper focuses on slab vibration and a horizontal-vertical coupling effect observed in a full-scale 5-story moment frame test bed building in 2 configurations: isolated with a hybrid combination of lead-rubber bearings and cross-linear (rolling) bearings, and fixed at the base. Median peak slab vibrations were amplified—relative to the peak vertical shake table accelerations—by factors ranging from 2 at the second floor to 7 at the roof, and horizontal floor accelerations were significantly amplified during 3D (combined horizontal and vertical) motions compared with 2D (horizontal only) motions of comparable input intensity. The experimentally observed slab accelerations and the horizontal-vertical coupling effect were simulated through a 3D model of the specimen using standard software and modeling assumptions. The floor system was modeled with frame elements for beams/girders and shell elements for floor slabs; the insertion point method with end joint offsets was used to represent the floor system composite behavior, and floor mass was finely distributed through element discretization. The coupling behavior was partially attributed to the asymmetry of the building that was intensified by asymmetrically configured supplemental mass at the roof. Horizontal-vertical coupled modes were identified through modal analysis and verified with evaluation of floor spectral peaks.en
dc.language.isoEnglish-
dc.publisherJohn Wiley and Sons Ltd-
dc.relation.ispartofEarthquake Engineering and Structural Dynamics-
dc.subjectTecnología-
dc.titleComputational simulation of slab vibration and horizontal-vertical coupling in a full-scale test bed subjected to 3D shaking at E-Defenseen
dc.typeJournal Article-
dc.identifier.doi10.1002/eqe.2973-
dc.contributor.affiliationFacultad de Ciencias Básicas y Tecnológicas-
dc.relation.issn0098-8847-
dc.description.volume47-
dc.description.issue2-
dc.description.startpage438-
dc.description.endpage459-
dc.contributor.authorsGuzmán Pujols, Jean Carlos-
dc.contributor.authorsRyan, K. L.-
dc.typeofaccessClosed Access-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.languageiso639-1English-
item.openairetypeJournal Article-
item.grantfulltextnone-
item.fulltextSin texto completo -
crisitem.author.deptFacultad de Ciencias Básicas y Tecnológicas-
crisitem.author.parentorgUniversidad Iberoamericana (UNIBE)-
Appears in Collections:Publicaciones de la Facultad de Ciencias Básicas y Tecnológicas
Show simple item record Recommend this item

Google ScholarTM

Citations

Altmetric

Mentions

Dimensions

Citations


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.