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dc.contributor.authorCarvajal Mendez, Joel
dc.contributor.authorBojórquez Mora, Edén
dc.contributor.authorRuiz Gómez, Sonia Elda
dc.contributor.authorBojórquez Mora, Juan
dc.contributor.authorReyes Salazar, Alfredo
dc.contributor.authorRodríguez Cortés, Ali
dc.contributor.authorNiño, Mauro
dc.contributor.authorRuiz García, Jorge
dc.contributor.authorLópez Almansa, Francisco
dc.contributor.authorTorres, José
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Tecnologia de l'Arquitectura
dc.coverage.spatialeast=-99.133208; north=19.4326077; name=Zócalo/tenochtitlan, Centro Histórico de la Cdad. de México, Centro, Cuauhtémoc, 06000 Ciudad de México, CDMX, Mèxic
dc.date.accessioned2022-02-09T09:42:28Z
dc.date.available2022-02-09T09:42:28Z
dc.date.issued2021-01-01
dc.identifier.citationCarvajal, J. [et al.]. Comparing hysteretic energy and ductility uniform annual failure rate spectra for traditional and a spectral shape-based intensity measure. "Advances in Civil Engineering", 1 Gener 2021, vol. 2021, núm. Article ID 2601087, p. 1-17.
dc.identifier.issn1687-8094
dc.identifier.urihttp://hdl.handle.net/2117/362006
dc.description.abstractIn this study, with the objective to develop a reliability-based seismic design tool, ductility and dissipated hysteretic energy uniform annual failure rate (UAFR) spectra are obtained and compared using the spectral acceleration at first mode of vibration of the structure Sa(T1) and the well-known spectral shape-based intensity measure INp. Notice that this is the first time in the literature that UAFR spectra are obtained for the advanced spectral shape intensity measure INp. For this aim, 110 simulated ground motions recorded from the soft soil of Mexico City were selected due to their large energy amount demanded to the structures; moreover, four elastoplastic hysteretic behavior models are considered for the dynamic analyses with post-yielding stiffness of 0, 3, 5, and 10%. It is observed that the use of elasto-perfectly plastic models provided similar UAFR spectra in comparison with hysteretic models with different post-yielding stiffness. This conclusion is valid for the two selected intensity measures. In addition, the lateral resistance required to achieve similar structural reliability levels is larger when the INp intensity measure is used, especially for buildings with vibration periods equal or larger than the soil period, in such a way that the traditional use of Sa(T1) could provide structures with less structural reliability levels.
dc.format.extent17 p.
dc.language.isoeng
dc.publisherHindawi
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
dc.subject.lcshSeismology
dc.subject.lcshBuildings -- Earthquake effects
dc.subject.otherSismologia
dc.subject.otherProblemes estructurals
dc.titleComparing hysteretic energy and ductility uniform annual failure rate spectra for traditional and a spectral shape-based intensity measure
dc.typeArticle
dc.subject.lemacSismologia
dc.subject.lemacEdificis -- Efectes dels terratrèmols
dc.contributor.groupUniversitat Politècnica de Catalunya. GMNE - Grup de Mètodes Numèrics en Enginyeria
dc.identifier.doi10.1155/2021/2601087
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.hindawi.com/journals/ace/2021/2601087/
dc.rights.accessOpen Access
local.identifier.drac32549101
dc.description.versionPostprint (published version)
local.citation.authorCarvajal, J.; Bojórquez, E.; Ruiz, S.; Bojórquez, J.; Reyes, A.; Rodríguez, A.; Niño, M.; Ruiz, J.; Lopez Almansa, F.; Torres, J.
local.citation.publicationNameAdvances in Civil Engineering
local.citation.volume2021
local.citation.numberArticle ID 2601087
local.citation.startingPage1
local.citation.endingPage17


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