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Capacity, damage and fragility models for steel buildings: a probabilistic approach

Autor
Díaz-Alvarado, S.; Pujades, L.G.; Barbat, A. H.; Hidalgo-Leiva, D.; Vargas, Y.F.
Tipus d'activitat
Article en revista
Revista
Bulletin of earthquake engineering
Data de publicació
2018-03
Volum
16
Número
3
Pàgina inicial
1209
Pàgina final
1243
DOI
https://doi.org/10.1007/s10518-017-0237-0 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/114546 Obrir en finestra nova
https://www.researchgate.net/publication/320293785_Capacity_damage_and_fragility_models_for_steel_buildings_a_probabilistic_approach Obrir en finestra nova
URL
https://link.springer.com/article/10.1007%2Fs10518-017-0237-0 Obrir en finestra nova
Resum
Recently proposed capacity-based damage indices and parametric models for capacity curves are applied to frame steel buildings located in soft soils of the Mexico City. To do that, the seismic performance of 2D models of low-, mid- and high-rise buildings is assessed. Deterministic and probabilistic nonlinear static and incremental dynamic analyses are implemented. Monte Carlo simulations and the Latin Hypercube sampling technique are used. Seismic actions are selected among accelerograms record...
Citació
Díaz-Alvarado, S., Pujades, L.G., Barbat, A. H., Hidalgo-Leiva, D., Vargas, Y.F. Capacity, damage and fragility models for steel buildings: a probabilistic approach. "Bulletin of earthquake engineering", Març 2018, vol. 16, núm. 3, p. 1209-1243.
Paraules clau
Damage assessment, Monte Carlo simulation, Non-linear structural analysis, Parametric model, Steel buildings
Grup de recerca
GIES - Geofísica i Enginyeria Sísmica

Participants