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Probabilistic dynamic analysis of steel buildings with long duration earthquakes

Autor
Díaz, S. A.; Pujades, L.G.; Barbat, A. H.; Hidalgo, D. A.; Vargas, Y.F.
Tipus d'activitat
Article en revista
Revista
Revista internacional de métodos numéricos para cálculo y diseño en ingeniería
Data de publicació
2018-01
Volum
34
Número
1
Pàgina inicial
1
Pàgina final
13
DOI
https://doi.org/10.23967/j.rimni.2017.5.004 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/118076 Obrir en finestra nova
URL
https://www.scipedia.com/public/Diaz_et_al_2016a Obrir en finestra nova
Resum
The probabilistic analysis of the seismic performance of a structure requires quantifying the uncertainties of the involved variables and parameters, including the seismic action and mechanical properties of its elements. In this article, the seismic performance of high-rise, mid-rise and low-rise of steel buildings, subjected to long duration seismic actions like those of Mexico City, is analyzed. The analysis is conducted by using a probabilistic approach. The seismic actions are selected to b...
Citació
Díaz, S. A., Pujades, L.G., Barbat, A. H., Hidalgo, D. A., Vargas, Y.F. Probabilistic dynamic analysis of steel buildings with long duration earthquakes. "Revista internacional de métodos numéricos para cálculo y diseño en ingeniería", Gener 2018, vol. 34, núm. 1, p. 1-13.
Paraules clau
Monte Carlo simulation, Nonlinear dynamic analysis, Park and Ang damage index, steel buildings, uncertainty
Grup de recerca
GIES - Geofísica i Enginyeria Sísmica
RMEE - Grup de Resistència de Materials i Estructures en l'Enginyeria

Participants

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