In the present paper, additions in structural steelwork are utilized for giving new life to old buildings in regions characterized by medium/high seismic hazard. Two models are here proposed, i.e.: vertical addition for masonry buildings and lateral addition for r.c. buildings. For the model of vertical addition, the connection between the masonry and steel structures is realized by means of an Intermediate Isolation System (IIS). For the model of lateral addition, an exoskeleton (EXO) is connected to the existing building by means of rigid or flexible and dissipative link. Two buildings, representative of the heterogeneous Italian building stock, are selected as case studies. Parametric analyses are firstly performed on lumped mass models to explore the feasibility and effectiveness of the IIS and EXO systems in reducing the seismic response of the case studies; then, once selected the design configurations of the new additions, more refined 3D FE models are adopted for the detailed analysis of the two solutions.
Coupling of Structural Additions for the Mitigation of Seismic Response in Existing Buildings / Faiella, D.; Argenziano, M.; Esposito, F.; Mele, E.. - 309:(2023), pp. 632-642. (Intervento presentato al convegno 17th World Conference on Seismic Isolation, WCSI 2022 tenutosi a ita nel 2022) [10.1007/978-3-031-21187-4_53].
Coupling of Structural Additions for the Mitigation of Seismic Response in Existing Buildings
Faiella D.;Argenziano M.;Mele E.
2023
Abstract
In the present paper, additions in structural steelwork are utilized for giving new life to old buildings in regions characterized by medium/high seismic hazard. Two models are here proposed, i.e.: vertical addition for masonry buildings and lateral addition for r.c. buildings. For the model of vertical addition, the connection between the masonry and steel structures is realized by means of an Intermediate Isolation System (IIS). For the model of lateral addition, an exoskeleton (EXO) is connected to the existing building by means of rigid or flexible and dissipative link. Two buildings, representative of the heterogeneous Italian building stock, are selected as case studies. Parametric analyses are firstly performed on lumped mass models to explore the feasibility and effectiveness of the IIS and EXO systems in reducing the seismic response of the case studies; then, once selected the design configurations of the new additions, more refined 3D FE models are adopted for the detailed analysis of the two solutions.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
