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Seismic vulnerability of building aggregates in Barcelona
dc.contributor.author | González Drigo, José Ramón |
dc.contributor.author | Ávila Haro, Jorge Arturo |
dc.contributor.author | Pujades Beneit, Lluís |
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.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica |
dc.date.accessioned | 2010-12-10T16:41:01Z |
dc.date.available | 2010-12-10T16:41:01Z |
dc.date.created | 2010 |
dc.date.issued | 2010 |
dc.identifier.citation | González, J.R [et al.]. Seismic vulnerability of building aggregates in Barcelona. A: European Conference on Earthquake Engineering. "14th European Conference on Earthquake Engineering". Ohrid: 2010, p. 1-8. |
dc.identifier.uri | http://hdl.handle.net/2117/10541 |
dc.description.abstract | Almost half of the housing buildings of Barcelona were built before 1940. In the Eixample district, approximately the 65% of the buildings fit the main features of a building design based on unreinforced masonry (URM) without any consideration of the seismic action. The buildings of the Eixample district are not isolated, quite the opposite, they are built as a part of a squared aggregate (113,3m per 113,3m) which includes approximately 22 buildings. Since 1960, the major part of the demolished URM buildings has been substituted by reinforced concrete (RC) buildings. As a consequence of this substitution, we expect a change in the seismic vulnerability of the buildings aggregate. In order to evaluate changes in the dynamic behavior of an aggregate, we performed different pushover analysis using the TreMuri software. A comparison of results corresponding to aggregates of URM-buildings and aggregates including RC-buildings is presented. |
dc.format.extent | 8 p. |
dc.language.iso | eng |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
dc.subject.lcsh | Earthquake hazard analysis |
dc.subject.lcsh | Barcelona |
dc.subject.other | Barcelona |
dc.subject.other | masonry |
dc.subject.other | reinforced concrete |
dc.subject.other | pushover |
dc.subject.other | fragility |
dc.subject.other | seismic vulnerability |
dc.title | Seismic vulnerability of building aggregates in Barcelona |
dc.type | Conference report |
dc.subject.lemac | Risc sísmic |
dc.subject.lemac | Barcelona (Catalunya) |
dc.contributor.group | Universitat Politècnica de Catalunya. (MC)2 - Grup de Mecànica Computacional en Medis Continus |
dc.contributor.group | Universitat Politècnica de Catalunya. GIES - Geofísica i Enginyeria Sísmica |
dc.rights.access | Restricted access - publisher's policy |
local.identifier.drac | 4457244 |
dc.description.version | Postprint (published version) |
local.citation.author | González, J.R; Ávila, J.; Pujades, L.; Barbat, H. |
local.citation.contributor | European Conference on Earthquake Engineering |
local.citation.pubplace | Ohrid |
local.citation.publicationName | 14th European Conference on Earthquake Engineering |
local.citation.startingPage | 1 |
local.citation.endingPage | 8 |