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Seismic vulnerability of URM structures based on a Discrete Macro-Element Modeling (DMEM) approach

César Chácara,Francesco Cannizzaro,Bartolomeo Pantò,Ivo Caliò,Paulo B. Lourenço

Engineering Structures（2019）

Cited 27|Views7
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Abstract
•A novel 3D macro-model is used to assess the seismic vulnerability of masonry structures.•An alternative procedure for defining displacement capacity is presented.•The seismic vulnerability assessment is performed through fragility curves and the application of nonlinear dynamic analyses.
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Key words
Brick masonry structure,Multi-directional pushover analysis,Nonlinear dynamic analysis,Displacement capacity,Analytical fragility curves,HiStrA software
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