Rocking motion of a masonry rigid block under seismic actions: A new strategy based on the progressive correction of the resonance response;Il moto sotto sisma del blocco murario: Analisi per progressiva correzione della risposta in risonanza

Ingegneria Sismica

Volumn 27, Issue 4, 2010, Pages 35-48

  Casapulla, Claudia ^a   Jossa, Paolo ^a   Maione, Alessandra ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Artificial accelerograms; Coefficient of restitution; Masonry rigid block; NTC08; Resonance conditions; Rocking motion; Size effect

Indexed keywords

ACCELEROGRAMS; COEFFICIENT OF RESTITUTION; NTC08; RESONANCE CONDITIONS; RIGID BLOCK; ROCKING MOTION; SIZE EFFECTS;

EQUATIONS OF MOTION; GRAPHIC METHODS; MASONRY MATERIALS; NUMERICAL ANALYSIS; SEISMOLOGY;

RESONANCE;

EID: 84859078828     PISSN: 03931420     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (33)

1. E. Boschi, E. Guidoboni, G. Ferrari, G. Valensise and P. Gasperini, Catalogo dei Forti Terremoti in Italia dal 461 a.C. al 1990, ING/SGA, Bologna, 1997.
2. G. Monachesi and M. Stucchi, DOM4.1, un database di osservazioni macrosismiche di terremoti di area italiana al di sopra della soglia del danno, GNDT Report, Milano, 1997.
3. D. Slejko, L. Peruzza and A. Rebez, The seismic hazard maps of Italy, Annali di Geofisica, 41(2), (1998), 183-214.
4. R. Romeo and A. Pugliese, Seismicity, seismotectonics and seismic hazard of Italy, Engineering Geology, 55, (2000), 241-266.
5. W.D.L. Finn, T. Onur and C.E. Ventura, Microzonation: developments and applications, in A. Ansal (Ed.), Recent advances in earthquake geotechnical engineering and microzonation, Kluwer Academic Publishers, The Netherlands, 2004, 3-26.
6. R.W. Romeo and A. Prestininzi, Probabilistic versus deterministic seismic hazard analysis: an integrated approach for siting problems, Soil Dynamics Earthquake Engineering, 20(1-4), (2000), 75-84.
7. CPTI, Catalogo Parametrico dei Terremoti Italiani, ING, GNDT, SGA, Servizio Sismico Nazionale (vers. 2004).
8. G.W. Housner, The behaviour of inverted pendulum structures during earthquakes, Bulletin of the Seismological Society of America, 53(2), (1963), 403-417.
9. C.K. Yim, A.K. Chopra and J. Penzien, Rocking response of rigid blocks to earthquakes, Earthquake Engineering and Structural Dynamics, 8, (1980), 565-87.
10. M. Aslam, W.G. Godden and D.T. Scalise, Earthquake rocking response of rigid bodies, Journal of Engineering Mechanics ASCE, 106, (1980), 377-392.
11. W.K. Tso and C.M. Wong, Steady state rocking response of rigid blocks. Part 1: Analysis, Earthquake Engineering and Structural Dynamics, 18, (1989), 89-106.
12. C.M. Wong and W.K. Tso, Steady state rocking response of rigid blocks. Part 2: Experiment, Earthquake Engineering and Structural Dynamics, 18, (1989), 107-120.
13. R. Giannini and R. Masiani, Risposta sismica del blocco rigido, Proc. V National Conference on L'Ingegneria Sismica in Italia, Palermo, (1991), 491-500.
14. I.N. Psycharis, D.Y. Papastamatiou and A.P. Alexandris, Parametric investigation of the stability of classical columns under harmonic and earthquake excitations, Earthquake Engineering and Structural Dynamics, 29(8), (2000), 1093-1109.
15. D. Liberatore, G. Spera, G. D'Alessandro and D. Nigro, Risposta di blocchi snelli soggetti a un moto sismico alla base, Proc. X National Conference on L'Ingegneria Sismica in Italia, Potenza/ Matera, (2001). (CD-Rom).
16. T. Taniguchi, Non-linear response analyses of rectangular rigid bodies subjected to horizontal and vertical ground motion, Earthquake Engineering and Structural Dynamics, 31, (2002), 1481-1500.
17. C. Casapulla, P. Jossa and A. Maione, Issues about the dynamic behaviour of rigid free-standing blocks under earthquake ground motion, Proc. V Intern. Conference on Structural Analysis of Historical Constructions, New Delhi (India), 2, (2006), 1151-1158.
18. C. Casapulla, P. Jossa and A. Maione, Un riferimento di base per la sicurezza delle strutture murarie sotto sisma, Proc. XII National Conference on L'Ingegneria Sismica in Italia, Pisa, (2007). (CD-Rom).
19. C. Casapulla and A. Maione, Rocking response of rigid blocks subjected to ground motion, Proc. Intern. Seminar on Seismic risk and rehabilitation, Horta, Faial (Azores Islands), Portugal, (2008). (CD-Rom).
20. C. Casapulla and A. Maione, Nuova strategia di analisi per il rocking della parete muraria sotto sisma, Proc. XIII National Conference on L'Inge gneria Sismica in Italia, Bologna, (2009). (CDRom)
21. C. Casapulla, P. Jossa and A. Maione, Una strategia in due fasi nell'analisi del moto sotto sisma del blocco murario, Proc. Workshop Wondermasonry 2009, Ischia, Napoli, (2009). (in press)
22. C. Casapulla, Meccanismi locali. Capacità sismici negli edifici in muratura, Aracne Editrice, Roma, 2010.
23. L. Sorrentino, S. Kunnath, G. Monti and G. Scalora, Seismically induced one-sided rocking response of unreinforced masonry façdes, Engineering Structures, 30(8), (2008), 2140-2153.
24. L. Sorrentino, R. Masiani and S. Benedetti, Experimental estimation of energy damping during free rocking of unreinforced masonry walls. First results, Proc. Seismic Engineering Conference Commemorating the 1908 Messina and Reggio Calabria Earttiquake, edited by A. Santini and N. Moraci, New York, (2008), pp. 1888-1895.
25. L.D. Decanini, R. Masiani, O. Al Shawa, S. Benedetti and L. Sorrentino, Prove sperimentali di dondolamento libero di pareti murarie. Rapporto conclusivo, Report ReLUIS, All. 1.2-UR15-2, (2008), pp. 1-113.
26. Min.LL.PP, DM 14 Gennaio, Norme Tecniche per le Costruzioni (NTC), G.U.R.I., 29, 2008.
27. Min.LL.PP., Circolare 2/02/2009, n. 617, Istruzioni per l'applicazione delle "Nuove norme tecniche per le costruzioni di cui al D.M. 14 gennaio 2008".
28. N. Makris and C.J.Black, Dimensional analysis of rigid-plastic and elastoplastic structures under pulse-type excitations, Journal of Engineering Mechanics (ASCE), 130(9), (2004), 1006-18.
29. N. Makris and T. Psychogios, Dimensional response analysis of yielding structures with firstmode domineted response, Earthquake Engineering and Structural Dynamics, 35, (2006), 1203-1224.
30. J.J. Bommer and A. Martinez-Pereira, The effective duration of earthquake strong motion, Journal of Earthquake Engineering, 3(2), (1999), 127-172.
31. J.J. Bommer, J. Hancock and J.E. Alarcón Correlations between duration and number of cycles of earthquake ground motion, Soil Dynamics and Earthquake Engineering, 26(1), (2006), 1-13.
32. J.J. Bommer, G. Magenes, J. Hancock and P. Penazzo, The influence of strong-motion duration on the seismic response of masonry structures, Bulletin of Earthquake Engineering, 2(1), (2004), 1-24.
33. Y. Shoji, K. Tanii and M. Kamiyama, A study on the duration and amplitude characteristics of earthquake ground motion, Soil Dynamics and Earthquake Engineering, 25, (2005), 505-512.