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Igor Tomic, Francesco Vanin, Ivana Bo?ulic and Katrin Beyer
Though flexible diaphragms play a role in the seismic behaviour of unreinforced masonry buildings, the effect of the connections between floors and walls is rarely discussed or explicitly modelled when simulating the response of such buildings. These fle...
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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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Denis Istrati and Ian Buckle
In response to the extensive damage of coastal bridges sustained in recent tsunamis, this paper describes an investigation into tsunami-induced effects on two common bridge types, an open-girder deck with cross-frames and one with solid diaphragms. To th...
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Michele Betti, Luciano Galano and Andrea Vignoli
The paper presents a comparison between two numerical modelling approaches employed to investigate the seismic behavior of unreinforced masonry buildings with flexible diaphragms. The comparison is performed analyzing a two-story prototype tested on a sh...
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