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Lucas Mazzon, Giada Frappa and Margherita Pauletta
A case study where a tuned mass damper (TMD) was installed at the top of a five-story reinforced concrete (RC) building is presented. The aim of the study was to investigate the effectiveness of the TMD in changing the structural behavior of medium-rise ...
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Anatoliy Bovsunovsky,Aleksandr Litvinenko,Sergey Kadomsky,Yiuriy Boyko
Pág. 26 - 32
Existing experimental studies of the sensitivity of damping characteristics to the presence of cracks in structural elements are contradictory. Some studies declare high damping sensitivity but others conclude that a change in the dissipative ability of ...
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Rosario Montuori, Elide Nastri and Bonaventura Tagliafierro
The force distribution proposed by codes, which in many cases is framed in the equivalent static force procedure, likely leads to design structures with non-uniform drift distribution in terms of inter-storey drift and ductility demands. This can lead to...
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Nasrin Hassanpour, Ali Hosseinzadeh Dalir, Davod Farsadizadeh and Carlo Gualtieri
The paper presents the results of an experimental study carried out to investigate the effect of geometric and hydraulic parameters on energy dissipation and location of the hydraulic jump, with a change in the height of roughness elements and the diverg...
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Bruno Palazzo, Paolo Castaldo and Ivana Marino
A new replaceable hysteretic damper to better control seismic building damage, consisting of two or more adjacent steel vertical elements connected to each other with continuous mild/low strength steel shear links, is proposed and investigated in this pa...
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