PSI - Issue 78
Melina Bosco et al. / Procedia Structural Integrity 78 (2026) 441–448
448
equivalent viscous damping ratio has been established based on the results of a parametric analysis conducted on a large set of SDOF systems. These results have been used to calibrate the coefficients of the proposed expression. Future developments of this work will cover the application of the proposed formulation for the prediction of the equivalent viscous damping ratio of multistorey buildings. Further, the proposed methodology will be applied in the case of systems with sources of damping due to non-structural elements such as infills. References Amara, F., Bosco, M., Marino, E. M., Rossi, P. P. An accurate strength amplification factor for the design of SDOF systems with P -Delta effects. Earthquake Eng. Struct. Dyn. vol. 43, pp. 589-611, 2014. https://doi.org/10.1002/eqe.2361 Barbagallo, F., Bosco, M., Marino, E. M., Rossi, P. P. On the fibre modelling of beams in RC framed buildings with rigid diaphragm. Bull. Earthquake Eng. vol. 18, pp. 189-210, 2020. https://doi.org/10.1007/s10518-019-00723-z Barbagallo, F.; Bosco, M; Floridia; A.; Marino, E. M.; Panarelli, D.; Rossi, P. P.; Spinella, N. Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members. Buildings , Vol. 12, Issue 10, 1603, 2022. https://doi.org/10.3390/buildings12101603 Biskinis, D.; Fardis, M.N. Flexure-controlled Ultimate Deformations of Members with Continuous or Lap-spliced Bars. Struct. Concr . 2010, 11, 93 – 108. https://doi.org/10.1680/STCO.2010.11.2.93 Blandon, C. A., Priestley, M. J. N., Calvi, M., Pinho, R. Equivalent Viscous Damping Equations for Direct Displacement Based Design (Dissertation). IUSS, Pavia, Italy, 2004. Blandon, C. A., Priestley, M. J. N. Equivalent Viscous Damping Equations for Direct Displacements Based Design. J. Earthquake Eng. , vol. 9, n. 2, pp. 257-278, 2005. https://doi.org/10.1142/S1363246905002390 CEN. EN 1998-1 ; EuroCode 8: Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings. European Committee for Standardization: Bruxelles, Belgium, 2004. Chang, G.A.; Mander, J.B. Seismic Energy Based Fatigue Damage Analysis of Bridge Columns: Part 1 – Evaluation of Seismic Capacity; NCEER : Buffalo, NY, USA, 1994. De Luca, F., Vamvatsikos, D. and Iervolino, I., Near-optimal piecewise linear fits of static pushover capacity curves for equivalent SDOF analysis † . Earthq. Eng. Struct. Dyn. 42: 523-543, 2013. https://doi.org/10.1002/eqe.2225 DM 30 maggio 1972 “ Norme tecniche alle quali devono uniformarsi le costruzioni in conglomerato cementizio, normale e precompresso ed a struttura metallica ”. DM 14 febbraio 1992 “ Norme tecniche per l’esecuzione delle opere in cemento armato normale e precompresso e per le strutture metalliche ”. DM 16 Gennaio 1996 “Norme tecniche relative ai Criteri generali per la verifica di sicurezza delle costruzioni e dei carichi e sovraccarichi” e “Norme tecniche per le costruzioni in zone sismiche”. FEMA 356. Prestandard and Commentary for the Seismic Rehabilitation of Buildings , FEMA, Washington, DC, USA, 2000. Freeman, S. A. The capacity spectrum method as a tool for seismic design. Proc. of the 11th European conference on earthquake engineering (pp. 6-11). France: Paris, 1998. Gasparini, D. A., Vanmarcke, E. H. SIMQKE - A Program for Artificial Motion Generation (User's Manual and Documentation). MIT - Department of Civil Engineering - Grant ATA 74-06935, Cambridge, Massachusetts, 1976. Guyader, A.C., & Iwan, W.D., Determining Equivalent Linear Parameters for Use in a Capacity Spectrum Method of Analysis. J. Struct. Eng. ASCE, 132, 59-67, 2006. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:1(59) Iwan, W.D. and Gates, N.C. The effective period and damping of a class of hysteretic structures. Earthquake Eng. Struct. Dyn ., 7: 199-211, 1979. https://doi.org/10.1002/eqe.4290070302. Iwan, W.D. Estimating inelastic response spectra from elastic spectra. Earthquake Eng. Struct. Dyn ., 8: 375-388, 1980. https://doi.org/10.1002/eqe.4290080407 Jacobsen, L. S. Steady Forced Vibration as Influenced by Damping. American Society of Mechanical Engineering , vol. 51, n. 1, 169-181, 1930. Jacobsen, L. S. Damping in Composite Structures. Proc. of 2nd World Conference on Earthquake Engineering , Tokyo, Japan, 1960. Kwan, W. P. and Billington, S. L., Influence of hysteretic behavior on equivalent period and damping of structural systems. J. Struct. Eng. 129(5), 576-585, 2003. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:5(576) Landi L., Benfenati C., Quqa S., Bernagozzi G., Diotallevi PP. Calibration of Equivalent Viscous Damping Expressions for Displacement-Based Design and Application to RC Frames. Buildings 14(3):738, 2024. https://doi.org/10.3390/buildings14030738 Mazzoni, S.; McKenna, F.; Scott, M.H.; Fenves, G.L. OpenSees Command Language Manual. Pac. Earthquake Eng. Res. (PEER) Cent. 2006, 264 , 137 – 158. Pampanin, S., Bolognini, D., Pavese, A. Performance-Based Seismic Retrofit Strategy for Existing Reinforced Concrete Frame Systems Using Fiber-Reinforced Polymer Composites. J. Compos. Constr. ASCEE , vol. 11, n. 2, pp. 211-226, 2007. https://doi.org/10.1061/(ASCE)1090 0268(2007)11:2(211) Priestley, M. J. N., Calvi, G. M., Kowalsky, M. J. Displacement-Based Seismic Design of Structures. Pavia, Italy: IUSS Press, 2007. Scott, M.H.; Fenves, G.L. Plastic Hinge Integration Methods for Force-Based Beam-Column Elements. J. Struct. Eng . 132, 244 – 252, 2006. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:2(244) Verderame, G. M.; Ricci, P.; Esposito, M.; Sansiviero, C. Le Caratteristiche Meccaniche degli Acciai Impiegati nelle Strutture in C.A. Realizzate dal 1950 al 1980. 26° Proc. of Convegno Nazionale AICAP 2011 (Memorie 63), Padova, 2011.
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