Nonlinear Seismic Assessment of a Historic Rubble Masonry Building via Simplified and Advanced Computational Approaches

This research presents a comprehensive nonlinear quasi-static seismic assessment of an unreinforced rubble masonry building, Bytown Museum in Ottawa, Canada, using discontinuum-based analyses. In the proposed modeling approach, non-uniform geometrical properties of rubble masonry walls are replicate...

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Bibliografski detalji

Glavni autori:	Elyse Hamp, Rachel Gerber, Bora Pulatsu, Mario Santana Quintero, Jeffrey Erochko
Format:	Artigo
Jezik:	Inglês
Izdano:	MDPI AG 2022-07-01
Serija:	Buildings
Teme:	discrete element method rubble masonry kinematic limit analysis pushover
Online pristup:	https://www.mdpi.com/2075-5309/12/8/1130
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