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Seismic response and torsional effects of RC structure with irregular plant and variations in diaphragms, designed with Venezuelan codes

Autor
Herrera, R.; Vielma, J.; Ugel, R.; Barbat, A. H.; Pujades, L.G.
Tipus d'activitat
Presentació treball a congrés
Nom de l'edició
9th International Conference on Earthquake Resistant Engineering Structures
Any de l'edició
2013
Data de presentació
2013-07
Llibre d'actes
Earthquake Resistant Engineering Structures IX
Pàgina inicial
85
Pàgina final
96
Editor
WIT Press
Repositori
http://hdl.handle.net/2117/21107 Obrir en finestra nova
Resum
The objective of this study is to determine the seismic response and torsional effects of an existing Reinforced Concrete building with irregular plant and five levels projected according to an older version of Venezuelan seismic design code. Two structures were analysed: the original building and a redesigned version. Nonlinear static analysis and nonlinear 3D dynamic analysis were applied, based on registers of three synthetic accelerograms compatible with the elastic design spectrum for the u...
Citació
Herrera, R. [et al.]. Seismic response and torsional effects of RC structure with irregular plant and variations in diaphragms, designed with Venezuelan codes. A: International Conference on Earthquake Resistant Engineering Structures. "Earthquake Resistant Engineering Structures IX". A Coruña: WIT Press, 2013, p. 85-96.
Paraules clau
RC structure, nonlinear analysis, rigid diaphragm, torsional effects
Grup de recerca
(MC)2 - Grup de Mecànica Computacional en Medis Continus
GIES - Geofísica i Enginyeria Sísmica

Participants