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Optimal design and earthquake-resistant design evaluation of low-rise framed RC structure

Autor
Herrera, R.; Vielma, J.; Ugel, R.; Martínez, Y.; Barbat, A. H.
Tipus d'activitat
Article en revista
Revista
Natural Science
Data de publicació
2012-08
Volum
4
Número
8A
Pàgina inicial
677
Pàgina final
685
DOI
https://doi.org/10.4236/ns.2012.428089 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/21159 Obrir en finestra nova
URL
http://www.scirp.org/journal/PaperInformation.aspx?PaperID=21655#.UsxFJftXjJs Obrir en finestra nova
Resum
This study evaluates the seismic response of an existing two stories RC building using non-lin-ear analysis. The original model was resized and two buildings were designed using two different methodologies to fulfill the Venezuelan codes requirements for a high seismic hazard. An elas- tic analysis was applied to the original building in order to verify interstory drifts; the resizing building was designed under requirements of strong column-wake beam condition. A third building was modeled acco...
Citació
Herrera, R. [et al.]. Optimal design and earthquake-resistant design evaluation of low-rise framed RC structure. "Natural Science", Agost 2012, vol. 4, núm. 8A, p. 677-685.
Paraules clau
Linear Analysis, Nonlinear Analysis, Resized Building, Seismic Response, Torsional Effects
Grup de recerca
(MC)2 - Grup de Mecànica Computacional en Medis Continus

Participants

  • Herrera González, Reyes Indira  (autor)
  • Vielma Pérez, Juan Carlos  (autor)
  • Ugel Garrido, Ronald David  (autor)
  • Martínez, Yolsanie  (autor)
  • Barbat Barbat, Horia Alejandro  (autor)