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Probabilistic seismic damage assessment of reinforced concrete buildings considering directionality effects

Autor
Vargas, Y.F.; Pujades, L.G.; Barbat, A. H.; Hurtado, J.; Diaz, S.; Hidalgo-Leiva, D.
Tipus d'activitat
Article en revista
Revista
Structure and infrastructure engineering: maintenance, management, life-cycle design and performance
Data de publicació
2018-06
Volum
14
Número
6
Pàgina inicial
1
Pàgina final
13
DOI
https://doi.org/10.1080/15732479.2017.1385089 Obrir en finestra nova
URL
https://www.tandfonline.com/doi/abs/10.1080/15732479.2017.1385089 Obrir en finestra nova
Resum
Most of buildings and structures are usually projected according to two main axes. However, the geographical position of these buildings varies randomly. Such random distributions of the azimuthal positions of structures, in most of the cities, generally, are not accounted for when assessing their seismic risk; certainly, the direction of the seismic loads is another highly random variable. Moreover, an additional important source of uncertainty is related to the structural response, mainly due ...
Paraules clau
Damage Assessment, Directionality Effect, Mechanical Properties, Nonlinear Dynamic Analysis, Seismic Response, Seismic Risk, Uncertainties
Grup de recerca
GIES - Geofísica i Enginyeria Sísmica

Participants