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Probabilistic dynamic analysis of steel buildings with long duration earthquakes

Author
Díaz, S. A.; Pujades, L.G.; Barbat, A. H.; Hidalgo, D. A.; Vargas, Y.F.
Type of activity
Journal article
Journal
Revista internacional de métodos numéricos para cálculo y diseño en ingeniería
Date of publication
2018-01
Volume
34
Number
1
First page
1
Last page
13
DOI
https://doi.org/10.23967/j.rimni.2017.5.004 Open in new window
Repository
http://hdl.handle.net/2117/118076 Open in new window
URL
https://www.scipedia.com/public/Diaz_et_al_2016a Open in new window
Abstract
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...
Citation
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.
Keywords
Monte Carlo simulation, Nonlinear dynamic analysis, Park and Ang damage index, steel buildings, uncertainty
Group of research
GIES - Geophysics and Earthquake Engineering
RMEE - Strength of Materials and Structural Engineering Research Group

Participants

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