Nonlinear analyses and failure patterns of typical masonry school buildings in the epicentral zone of the 2016 Italian earthquakes
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http://aip.scitation.org/doi/pdf/10.1063/1.5012362
Reference10 articles.
1. Comparative pushover and limit analyses on seven masonry churches damaged by the 2012 Emilia-Romagna (Italy) seismic events: Possibilities of non-linear finite elements compared with pre-assigned failure mechanisms
2. Assessment of seismic behaviour of heritage masonry buildings using numerical modelling
3. Seismic vulnerability of building aggregates through hybrid and indirect assessment techniques
4. Post-World War II Italian school buildings: typical and specific seismic vulnerabilities
5. Seismic Assessment of a Monumental Building through Nonlinear Analyses of a 3D Solid Model
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1. Mechanical characterization of “Scaglia Rossa” stone masonry through experimental and numerical analyses;Construction and Building Materials;2021-10
2. Two New Polarimetric Feature Parameters for the Recognition of the Different Kinds of Buildings in Earthquake-Stricken Areas Based on Entropy and Eigenvalues of PolSAR Decomposition;Remote Sensing;2018-10-11
3. Numerical modeling, experimentation and design practice for masonry structures in seismic prone areas;AIP Conference Proceedings;2017
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