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Probabilistic seismic damage assessment of RC buildings based on nonlinear dynamic analysis
dc.contributor.author | Vargas Alzate, Yeudy Felipe |
dc.contributor.author | Pujades Beneit, Lluís |
dc.contributor.author | Barbat Barbat, Horia Alejandro |
dc.contributor.author | Hurtado Gómez, Jorge Eduardo |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria |
dc.date.accessioned | 2015-06-08T14:46:58Z |
dc.date.available | 2015-06-08T14:46:58Z |
dc.date.created | 2015-06-05 |
dc.date.issued | 2015-06-05 |
dc.identifier.citation | Vargas, Y. [et al.]. Probabilistic seismic damage assessment of RC buildings based on nonlinear dynamic analysis. "The open civil engineering journal", 05 Juny 2015, vol. 9, núm. Suppl. 1, M 10, p. 344-350. |
dc.identifier.issn | 1874-1495 |
dc.identifier.uri | http://hdl.handle.net/2117/28218 |
dc.description.abstract | The incremental dynamic analysis is a powerful tool for evaluating the seismic vulnerability and risk of buildings. It allows calculating the global damage of structures for different PGAs and representing this result by means of damage curves. Such curves are used by many methods to obtain seismic risk scenarios at urban level. Even if the use of this method in a probabilistic environment requires a relevant computational effort, it should be the reference method for seismic risk evaluation. In this article we propose to assess the seismic expected damage by using nonlinear dynamic analysis. We will obtain damage curves by means of the incremental dynamic analysis combined with the damage index of Park & Ang. The uncertainties related to the mechanical properties of the materials and the seismic action will be considered. The probabilistic damage curves obtained can be used to calculate not only seismic risk scenarios at urban level, but also to estimate economic losses. |
dc.format.extent | 7 p. |
dc.language.iso | eng |
dc.rights | Attribution-NonCommercial 3.0 Spain |
dc.rights.uri | http://creativecommons.org/licenses/by-nc/3.0/es/ |
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 hazard analysis |
dc.subject.lcsh | Buildings, Reinforced concrete--Earthquake effects |
dc.subject.other | Damage curves |
dc.subject.other | incremental dynamic analysis |
dc.subject.other | uncertainties |
dc.title | Probabilistic seismic damage assessment of RC buildings based on nonlinear dynamic analysis |
dc.type | Article |
dc.subject.lemac | Edificis -- Efectes dels terratrèmols |
dc.subject.lemac | Risc sísmic |
dc.contributor.group | Universitat Politècnica de Catalunya. GIES - Geofísica i Enginyeria Sísmica |
dc.contributor.group | Universitat Politècnica de Catalunya. RMEE - Grup de Resistència de Materials i Estructures en l'Enginyeria |
dc.identifier.doi | 10.2174/1874149501509010344 |
dc.relation.publisherversion | http://benthamopen.com/ABSTRACT/TOCIEJ-9-344 |
dc.rights.access | Open Access |
local.identifier.drac | 15847530 |
dc.description.version | Postprint (published version) |
local.citation.author | Vargas, Y.; Pujades, L.; Barbat, H.; Hurtado, J. |
local.citation.publicationName | The open civil engineering journal |
local.citation.volume | 9 |
local.citation.number | Suppl. 1, M 10 |
local.citation.startingPage | 344 |
local.citation.endingPage | 350 |
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