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Carlotta Pia Contiguglia, Angelo Pelle, Bruno Briseghella and Camillo Nuti
Well-known methods for seismic performance assessment, such as incremental dynamic analysis (IDA), multi-stripes analysis (MSA) and the cloud method, involve nonlinear response time-history analyses to characterize the relationship between the chosen dam...
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Abide Asikoglu, Graça Vasconcelos and Paulo B. Lourenço
Performance-based design plays a significant role in the structural and earthquake engineering community to ensure both safety and economic feasibility. Its application to masonry building design/assessment is limited and requires straightforward rules c...
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Gabriele Guerrini, Stylianos Kallioras, Stefano Bracchi, Francesco Graziotti and Andrea Penna
This paper discusses different formulations for calculating earthquake-induced displacement demands to be associated with nonlinear static analysis procedures for the assessment of masonry structures. Focus is placed on systems with fundamental periods b...
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Andrea Roncari, Filippo Gobbi and Cristiano Loss
Simplified seismic design procedures mostly recommend the adoption of rigid floor diaphragms when forming a building?s lateral force-resisting structural system. While rigid behavior is compatible with many reinforced concrete or composite steel-concrete...
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