In the original paper, Table 1 was used to report some comparisons on the ductility and dissipation capacity of the examined case-study system, as obtained from the analytical calculations and from the FE models (single bracket or full connection system), as follows:
Corrigendum to “Energy-based considerations for the seismic design of ductile and dissipative glass frames” [Soil Dyn Earthq Eng 125 (2019) 105710]
Bedon, Chiara
Membro del Collaboration Group
;
2020-01-01
Abstract
In the original paper, Table 1 was used to report some comparisons on the ductility and dissipation capacity of the examined case-study system, as obtained from the analytical calculations and from the FE models (single bracket or full connection system), as follows:File in questo prodotto:
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