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Dimensionado sísmico de estructuras porticadas de hormigón armado con base en la respuesta no lineal
dc.contributor.author | Vielma Pérez, Juan Carlos |
dc.contributor.author | Barbat Barbat, Horia Alejandro |
dc.contributor.author | Oller Martínez, Sergio Horacio |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria |
dc.date.accessioned | 2014-01-08T17:36:28Z |
dc.date.created | 2011 |
dc.date.issued | 2011 |
dc.identifier.citation | Vielma, J.; Barbat, H.; Oller, S. Dimensionado sísmico de estructuras porticadas de hormigón armado con base en la respuesta no lineal. A: Congreso Nacional de Ingeniería Sísmica. "4º Congreso nacional de ingeniería sísmica: libro de resumenes: Granada, 18-20 mayo de 2011". Granada: Copicentro, 2011, p. 1-8. |
dc.identifier.isbn | 9788415261278 |
dc.identifier.uri | http://hdl.handle.net/2117/21180 |
dc.description.abstract | Nowadays, the seismic-resistant structural design is conducted using a set of code prescriptions that allows to reach a consistent behavior. Analysis procedures are carried out considering elastic behavior, applying behavior factors in order to obtain equivalent seismic forces. From the displacements of the elastic analysis it is possible to calculate the inelastic ones by means of amplification factors usually based on the behavior factors; however, it can be observed a high variability of these factors that the seismic codes prescribe. In this work, a new procedure of seismic sizing based on non linear analysis is presented. The procedure is applied to design a set of regular RC framed buildings with different heights, for high seismic hazard level. The seismic capacity of the buildings is assessed through a set of Limit States. Results shows that the new procedure is suitably in order to do a seismic sizing of structures, providing the designer assessment criteria in accordance with the buildings characteristics and the seismic hazard. |
dc.format.extent | 8 p. |
dc.language.iso | spa |
dc.publisher | Copicentro |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures |
dc.subject.lcsh | Earthquake resistant design |
dc.subject.other | Dimensionado sísmico |
dc.subject.other | análisis no lineal |
dc.subject.other | deriva global |
dc.subject.other | deriva de plantas |
dc.subject.other | Estados Límite |
dc.subject.other | seismic sizing |
dc.subject.other | non linear analysis |
dc.subject.other | global drift |
dc.subject.other | inter-storey drift |
dc.subject.other | limit states |
dc.title | Dimensionado sísmico de estructuras porticadas de hormigón armado con base en la respuesta no lineal |
dc.type | Conference report |
dc.subject.lemac | Construccions antisísmiques |
dc.contributor.group | Universitat Politècnica de Catalunya. (MC)2 - Grup de Mecànica Computacional en Medis Continus |
dc.rights.access | Restricted access - publisher's policy |
local.identifier.drac | 12954520 |
dc.description.version | Postprint (published version) |
dc.date.lift | 10000-01-01 |
local.citation.author | Vielma, J.; Barbat, H.; Oller, S. |
local.citation.contributor | Congreso Nacional de Ingeniería Sísmica |
local.citation.pubplace | Granada |
local.citation.publicationName | 4º Congreso nacional de ingeniería sísmica: libro de resumenes: Granada, 18-20 mayo de 2011 |
local.citation.startingPage | 1 |
local.citation.endingPage | 8 |