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Optimal design and earthquake-resistant design evaluation of low-rise framed RC structure
dc.contributor.author | Herrera González, Reyes Indira |
dc.contributor.author | Vielma Pérez, Juan Carlos |
dc.contributor.author | Ugel Garrido, Ronald David |
dc.contributor.author | Martínez, Yolsanie |
dc.contributor.author | Barbat Barbat, Horia Alejandro |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria |
dc.date.accessioned | 2014-01-07T19:00:54Z |
dc.date.available | 2014-01-07T19:00:54Z |
dc.date.created | 2012-08 |
dc.date.issued | 2012-08 |
dc.identifier.citation | Herrera, R. [et al.]. Optimal design and earthquake-resistant design evaluation of low-rise framed RC structure. "Natural Science", Agost 2012, vol. 4, núm. 8A, p. 677-685. |
dc.identifier.issn | 2150-4105 |
dc.identifier.uri | http://hdl.handle.net/2117/21159 |
dc.description.abstract | This study evaluates the seismic response of an existing two stories RC building using non-lin-ear analysis. The original model was resized and two buildings were designed using two different methodologies to fulfill the Venezuelan codes requirements for a high seismic hazard. An elas- tic analysis was applied to the original building in order to verify interstory drifts; the resizing building was designed under requirements of strong column-wake beam condition. A third building was modeled according to the seismic displacement-based design procedure. A non- linear static analysis and 2D and 3D dynamic analyses were performed, obtaining capacity curves, structural ductility, structural perform-ance point, global and interstory drifts for each building. Torsional effects for the resizing building were also computed from 3D analysis. In the original building a weak seismic behavior was obtained, while resized buildings presented a good seismic performance under the Limits States evaluated in this study. |
dc.format.extent | 9 p. |
dc.language.iso | eng |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia |
dc.subject.lcsh | Earthquake resistant design |
dc.subject.other | Resized Building |
dc.subject.other | Linear Analysis |
dc.subject.other | Nonlinear Analysis |
dc.subject.other | Seismic Response |
dc.subject.other | Torsional Effects |
dc.title | Optimal design and earthquake-resistant design evaluation of low-rise framed RC structure |
dc.type | Article |
dc.subject.lemac | Construccions antisísmiques |
dc.contributor.group | Universitat Politècnica de Catalunya. (MC)2 - Grup de Mecànica Computacional en Medis Continus |
dc.identifier.doi | 10.4236/ns.2012.428089 |
dc.relation.publisherversion | http://www.scirp.org/journal/PaperInformation.aspx?PaperID=21655#.UsxFJftXjJs |
dc.rights.access | Open Access |
local.identifier.drac | 12954362 |
dc.description.version | Postprint (published version) |
local.citation.author | Herrera, R.; Vielma, J.; Ugel, R.; Martínez, Y.; Barbat, H. |
local.citation.publicationName | Natural Science |
local.citation.volume | 4 |
local.citation.number | 8A |
local.citation.startingPage | 677 |
local.citation.endingPage | 685 |
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