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Evaluación probabilista del riesgo sísmico de edificios de hormigón armado con base en la degradación de la rigidez

Author
Barbat, A. H.; Vargas, Y.; Pujades, L.G.; Hurtado, J.
Type of activity
Presentation of work at congresses
Name of edition
VI Congreso Nacional de Ingeniería Sísmica, Colombia, 2013
Date of publication
2013
Presentation's date
2013-05-29
Book of congress proceedings
Actas del VI Congreso Nacional de Ingeniería Sísmica, Bucaramanga, Colombia
First page
1
Last page
21
Repository
http://hdl.handle.net/2117/21205 Open in new window
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 peak ground accelerations, PGA, and representing this result by means of damage curves. Such curves are currently used to obtain seismic risk scenarios at urban level. Even if the application of this method in a probabilistic environment requires a relevant computational effort, it is the reference method for deter...
Citation
Barbat, H. [et al.]. Evaluación probabilista del riesgo sísmico de edificios de hormigón armado con base en la degradación de la rigidez. A: Congreso Nacional de Ingeniería Sísmica, Colombia. "Actas del VI Congreso Nacional de Ingeniería Sísmica, Bucaramanga, Colombia". Bucaramanga: 2013, p. 1-21.
Keywords
Incremental dynamic analysis, Monte Carlo method, análisis dinámico incremental, análisis pushover, método de Monte Carlo, pushover analysis
Group of research
(MC)2 - Group of Computational Mechanics on Continuous Medium
GIES - Geophysics and Earthquake Engineering

Participants