Seismic risk evaluation of existing buildings using computer simulation

F. M. Yepez, J. A. Canas, A. H. Barbat

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Resumen

A methodology to simulate the seismic damage of non-reinforced masonry buildings existing in a urban zone is presented. The methodology is based on the Italian vulnerability index and on the results of a post-earthquake damage survey study. The Monte Carlo Method has been then used to simulate damage probability matrices and vulnerability functions, which are the basis of any seismic risk study. The simulation process required the generation of thousands of hypothetical buildings, the analysis of their seismic behaviour and probabilistic studies of the computed results. As an example, probable damage scenarios have been developed for an urban zone of Barcelona.

Idioma originalInglés
Título de la publicación alojadaEarthquake Resistant Engineering Structures
EditoresG.D. Manolis, D.E. Beskos, C.A. Brebbia
EditorialComputational Mechanics Publ
Páginas671-680
Número de páginas10
Volumen2
EstadoPublicada - 1995
Publicado de forma externa
EventoProceedings of the 1996 1st International Conference on Earthquake Resistant Engineering Structures, ERES 96 - Thessaloniki, Greece
Duración: 30 oct. 19961 nov. 1996

Conferencia

ConferenciaProceedings of the 1996 1st International Conference on Earthquake Resistant Engineering Structures, ERES 96
CiudadThessaloniki, Greece
Período30/10/961/11/96

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