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Seismic response of high-rise steel framed buildings with Chevron-braced designed according to Venezuelan codes

Autor
Ugel, R.; Vielma, J.; Herrera, R.; Pérez, S.; Barbat, A. H.
Tipus d'activitat
Article en revista
Revista
Natural Science
Data de publicació
2012-08
Volum
4
Número
8A
Pàgina inicial
694
Pàgina final
698
DOI
https://doi.org/10.4236/ns.2012.428091 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/21160 Obrir en finestra nova
URL
http://file.scirp.org/Html/13-8301691_21657.htm Obrir en finestra nova
Resum
The object of this study is to determine the seismic response of regular high-rise steel buildings with chevron-braced frames. Mechanics models of three buildings of 14, 18 and 20 stories are studied, all of them with similar geometric characteristics in plant and elevation. These models are realized using prescriptions and parameters from venezuelan design codes. The seismic action is carry on through varius synthetic design spectrum compatible accelerograms defined by the seismic codes in this...
Citació
Ugel, R. [et al.]. Seismic response of high-rise steel framed buildings with Chevron-braced designed according to Venezuelan codes. "Natural Science", Agost 2012, vol. 4, núm. 8A, p. 694-698.
Paraules clau
Framed Steel Buildings, Chevron Braced Frames, Non Linear Analysis, Over Strength, Seismic Response
Grup de recerca
(MC)2 - Grup de Mecànica Computacional en Medis Continus

Participants

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