2012•Engineering StructuresOpen access

A new discrete element model for the evaluation of the seismic behaviour of unreinforced masonry buildings

Ivo Caliò, Massimo Marletta, Bartolomeo Pantò

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Key concepts: Unreinforced masonry building, Masonry, Structural engineering, Nonlinear system, Vulnerability assessment, Engineering, Finite element method, Vulnerability (computing)

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A new discrete element model for the evaluation of the seismic behaviour of unreinforced masonry buildings — Research Paper | ScholarLens