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Dimensionado sísmico de estructuras porticadas de hormigón armado con base en la respuesta no lineal

Author
Vielma, J.; Barbat, A. H.; Oller, S.
Type of activity
Presentation of work at congresses
Name of edition
4º Congreso Nacional de Ingeniería Sísmica
Date of publication
2011
Presentation's date
2011-05-20
Book of congress proceedings
4º Congreso nacional de ingeniería sísmica: libro de resumenes: Granada, 18-20 mayo de 2011
First page
1
Last page
8
Publisher
Copicentro
Repository
http://hdl.handle.net/2117/21180 Open in new window
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 thes...
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.
Keywords
Dimensionado sísmico, Estados Límite, análisis no lineal, deriva de plantas, deriva global, global drift, inter-storey drift, limit states, non linear analysis, seismic sizing
Group of research
(MC)2 - Group of Computational Mechanics on Continuous Medium

Participants