Traditional High-rise Unreinforced Masonry Buildings: Modeling and Influence of Floor System Stiffening on Their Overall Seismic Response

Article

Abstract: This paper summarizes a study whose primary objectives were to develop a model for nonlinear static

Palabras claves:

Flexible floor, pushover analysis, spring-type macro-elements, stiffening of floors, traditional URM buildings

Autores:

Barbat A.H., González-Drigo R., José Miguel Calderón Brito, Juan Jiménez-Pacheco, Pujades Beneit L.G.

Fuentes:

google

scopus