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- W2619693715 abstract "Abstract. The research presented in this paper deals with the seismic retrofitting of existing frame structures by means of passive energy dissipation. An iterative displacement-based procedure, based on capacity spectrum is described and some applications are discussed. The general proce-dure has also been discussed referring to the case of existing steel concentric braced frame struc-tures (CBF). The procedure can be used with any typology of dissipative device and for different performance targets. In this work the procedure has been applied, with both traditional pushover (load profile proportional to first mode) and multimodal pushover, to an existing r.c. frame build-ing. In the application presented the buckling restrained braces have been used in order to prevent damages to both the structure and non structural elements. The use of multimodal pushover proves to be more effective than pushover based on single mode in case of medium rise r.c. frame building (higher than 30 metres) but, once this building is retrofitted, and therefore regularized, with a brac-ing system, the difference between using monomodal or multimodal pushover becomes not signifi-cant." @default.
- W2619693715 created "2017-06-05" @default.
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- W2619693715 date "2014-01-01" @default.
- W2619693715 modified "2023-09-22" @default.
- W2619693715 title "SEISMIC RETROFITTING OF REINFORCED CONCRETE FRAME AND CONCENTRIC BRACED STEEL BUILDINGS WITH DISSIPATIVE BRACINGS" @default.
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