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.
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References
Faiella, D., Calderoni, B., Mele, E.: Seismic retrofit of existing masonry buildings through inter-story isolation system: a case study and general design criteria. J. Earthq. Eng. 1–37 (2020)
Argenziano, M., Faiella, D., Bruni, F., De Angelis, C., Fraldi, M., Mele, E.: Upwards-vertical extensions of masonry built heritage for sustainable and antifragile urban densification. J. Build. Eng. 44, 1–17 (2021)
Mele, E., Fraldi, M., Montuori, G.M., Perrella, G., Della Vista, V.: Hexagrid-Voronoi transition in structural patterns for tall buildings. Frattura ed Integrità Strutturale 47, 186–208 (2019)
Reggio, A., Restuccia, L., Martelli, L., Ferro, G.A.: Seismic performance of exoskeleton structures. Eng. Struct. 198, 1–11 (2019)
Passoni, C., Guo, J., Christopoulos, C., Marini, A., Riva, P.: Design of dissipative and elastic high-strength exoskeleton solutions for sustainable seismic upgrades of existing RC buildings. Eng. Struct. 221, 1–23 (2020)
Menna, C., Del Vecchio, C., Di Ludovico, M., Mauro, G.M., Ascione, F., Prota, A.: Conceptual design of integrated seismic and energy retrofit interventions. J. Build. Eng. 38, 1–16 (2021)
Gattulli, V., Potenza, F., Lepidi, M.: Dam** performance of two simple oscillators coupled by a visco-elastic connection. J. Sound Vib. 332, 6934–6948 (2013)
Luongo, A.: Free vibrations and sensitivity analysis of a defective two degree-of freedom system. AIAA J. 33(1), 120–127 (1995)
NTC: Consiglio Superiore Lavori Pubblici, Aggiornamento delle Norme Tecniche per le Costruzioni. Gazzetta Ufficiale della Repubblica Italiana 42, 274–277 (2018) (in Italian)
Computers and Structures, Inc.: SAP2000 (2009)
P.U.A.: Piano Urbanistico Attuativo del Comune di Pozzuoli. Ricomposizione volumetrica degli edifici parzialmente demoliti c/o crollati a seguito ai fenomeni bradisismici in coerenza con il P.R.G. art. 26 della L.R. n°16 del 22/12/2004 I° Stralcio. Delibera n. 84 del 24/06/2015 (2015) (in Italian)
Faiella, D., Faella, V., Alaio, E., Mele, E.: Adeguamento sismico di edifici esistenti in c.a. tramite esoscheletro diagrid. Costruzioni Metalliche Sept-Oct 2019, 9–23 (2019) (in Italian)
DM 30 maggio: Norme tecniche alle quali devono uniformarsi le costruzioni in conglomerato cementizio, normale e precompresso ed a struttura metallica (1972) (in Italian)
Iervolino, I., Galasso, C., Cosenza, E.: REXEL: computer aided record selection for code-based seismic structural analysis. Bull. Earthq. Eng. 8, 339–362 (2010)
Veletsos, A.S., Ventura, C.E.: Modal analysis of non-classically damped linear systems. Earthq. Eng. Struct. Dyn. 14(2), 217–243 (1986)
Sinha, R., Igusa, T.: CQC and SRSS methods for non-classically damped structures. Earthq. Eng. Struct. Dyn. 24(4), 615–619 (1995)
Dowell, R.K., Seible, F., Wilson, E.L.: Pivot hysteresis model for reinforced concrete members. ACI Struct. J. 95(5), 607–617 (1998)
Magenes, G., Bolognini, D., Braggio, C.: Simplified methods for non-linear seismic analysis of masonry buildings. CNR—National Group for Seismic Protection, Rome (2000) (in Italian)
Pasticier, L., Amadio, C., Fragiacomo, M.: Non-linear seismic analysis and vulnerability evaluation of a masonry building by means of the SAP2000 vol 10 code. Earthquake Eng. Struct. Dyn. 37, 467–485 (2008)
Ozturk, B.: Seismic behavior of two monumental buildings in historical Cappadocia region of Turkey. Bull. Earthq. Eng. 15(7), 3103–3123 (2017). https://doi.org/10.1007/s10518-016-0082-6
Domizio, M., Garrido, H., Ambrosini, D.: Single and multiple TMD optimization to control seismic response of nonlinear structures. Eng. Struct. 252, 113667 (2022)
Lukkunaprasit, P., Wanitkorkul, A.: Inelastic buildings with tuned mass dampers under moderate ground motions from distant earthquakes. Earthq. Eng. Struct. Dyn. 30(4), 537–551 (2001)
Sgobba, S., Marano, G.C.: Optimum design of linear tuned mass dampers for structures with nonlinear behaviour. Mech. Syst. Signal Process. 24, 1739–1755 (2010)
Quaranta, G., Mollaioli, F., Monti, G.: Effectiveness of design procedures for linear TMD installed on inelastic structures under pulse-like ground motion. Earthq. Struct. 10(1), 239–260 (2016)
Montuori, G.M., Mele, E., Brandonisio, G., De Luca, A.: Design criteria for diagrid tall buildings: stiffness vs. strength. Struct. Des. Tall Spec. Build. 23(17), 1294–1314 (2014)
Takeda, T., Sozen, M., Nielsen, N.: Reinforced concrete response to simulate earthquakes. J. Struct. Div. 96(12), 19–26 (1970)
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Faiella, D., Argenziano, M., Esposito, F., Mele, E. (2023). Coupling of Structural Additions for the Mitigation of Seismic Response in Existing Buildings. In: Cimellaro, G.P. (eds) Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures. WCSI 2022. Lecture Notes in Civil Engineering, vol 309. Springer, Cham. https://doi.org/10.1007/978-3-031-21187-4_53
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