Resumen

Seismic analysis of confined masonry buildings is complex due to the interaction between the masonry panel and the surrounding reinforced concrete frame. This complexity increases when the confined masonry wall has openings, due to the instability of the failure modes. In this context, the main objective of this work is based in the implementation of a Equivalent Strut Model for nonlinear static pushover analysis of confined masonry walls with openings.
Idioma originalEspañol (Ecuador)
Título de la publicación alojadaMacroelement model for nonlinear static pushover analysis of confined masonry walls with openings
Páginas924-932
Edición1
ISBN (versión digital)9781003098508
DOI
EstadoPublicada - jul. 2020

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