Masonry infills in reinforced concrete (RC) frames are highly vulnerable to seismic damage, often sustaining severe cracking even under moderate ground motion, which in turn leads to considerable economic losses and safety risks. To address this issue, this study experimentally evaluates the effectiveness of two inno...
Enrico Tubaldi, M. Marinković, S. Galano et al.· Earthquake Engineering &...· 0 citations
In recent years, the increasing demand for seismic‐resilient structures has progressively redefined the seismic design performance objectives. Structural design is no longer limited to ensuring life safety, but is increasingly oriented toward enabling the rapid restoration of both structural integrity and operational f...
E. Elettore, Massimo Latour, F. Freddi et al.· ce/papers· 0 citations
Previous research has shown deficiencies in the Eurocode provisions for producing reliable designs of tall steel buildings with mega‐braced core and outrigger systems, due to a significant underestimation of Interstorey Drift Ratios (ISDR) and seismic demands in primary members. To address this limitation, the present...
Prasanna Lankasara, C. Dimopoulos, F. Freddi et al.· ce/papers· 0 citations
Although dynamic contributions from higher modes are known to influence the force demands in mass timber rocking walls, higher-mode force and acceleration demands have not been formally addressed in a design procedure incorporating limit states at multiple intensity levels. This study assessed the design and dynami...
Morgan McBain, Ludovica Pieroni, Gustavo A. Araújo Rodríguez et al.· Journal of Structural Engine...· 1 citation
We use cookies to run the site and, with your consent, for analytics and to show ads.
See our Cookie Policy.
