Experimental and numerical evaluation of the fundamental period of undamaged and damaged RC framed buildings

Bulletin of Earthquake Engineering

Volumn 8, Issue 3, 2010, Pages 643-656

  Masi, Angelo ^a   Vona, Marco ^a  

^a UNIVERSITY OF BASILICATA   (Italy)

Author keywords

Frames gravity load design; Period elongation; Period of vibration; Reinforced concrete

Indexed keywords

AMBIENT VIBRATIONS; BUILDING STRUCTURE; BUILT ENVIRONMENT; DAMAGE LEVEL; EARTHQUAKE-RESISTANT DESIGN; EIGENVALUE ANALYSIS; EXPERIMENTAL MEASUREMENTS; FRAMES GRAVITY LOAD DESIGN; FUNDAMENTAL PERIOD; GRAVITY LOAD DESIGN; GROUND-SHAKING; HEAVY DAMAGE; IN-SITU; LABORATORY TEST; NUMERICAL EVALUATIONS; NUMERICAL SIMULATION; PERIOD ELONGATION; RC BUILDINGS; STIFFNESS DEGRADATION; STRUCTURAL TYPE;

COMPUTER SIMULATION; CONCRETE BUILDINGS; DESIGN; EIGENVALUES AND EIGENFUNCTIONS; ELONGATION; REINFORCED CONCRETE; STRUCTURAL MEMBERS;

VIBRATION ANALYSIS;

EARTHQUAKE ENGINEERING; ELASTICITY; EXPERIMENTAL STUDY; LABORATORY METHOD; NUMERICAL METHOD; REINFORCED CONCRETE; SIMULATION; VIBRATION;

ITALY;

EID: 77952098256     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-009-9136-3     Document Type: Article

References (29)

1. ATC (1978) Tentative provisions for the development of seismic regulations for buildings. Report N. ATC3-06, Applied Technology Council, California.
2. BSSC (2003) NEHRP recommended provisions for seismic regulations for new buildings and other structures (FEMA 450), 2003 Edition. Building Seismic Safety Council, Washington, DC.
3. Calvi GM, Pinho R, Crowley H (2006) State-of the-knowledge on the period elongation of RC buildings during strong ground shaking. First European Conference on Earthquake Engineering and Seismology, Geneva, 3-8 September 2006, Paper Number 1535.
4. Cardone D, Di Cesare A, Dolce M, Moroni C, Nigro D, Ponzo FC, Nicoletti M (2005) Dynamic tests on a 1: 4 scaled R/C existing building: comparison of several isolation systems. 9th World Seminar on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures, Kobe.
5. CEN (2003) Eurocode 8: design of structures for earthquake resistance, part 1: general rules, seismic actions and rules for buildings. Final Draft, Comite Europeen de Normalisation, Brussels.
6. CEN (2004) Eurocode 8: design of structures for earthquake resistance, part 3: assessment and retrofitting of buildings. Draft no. 7, Comite Europeen de Normalisation, Brussels.
7. Crowley H, Pinho R (2004) Period-height relationship for existing European reinforced concrete buildings. J Earthq Eng 8(1): 93-119.
8. Crowley H, Pinho R (2006) Simplified equations for estimating the period of vibration of existing. Buildings, First European Conference on Earthquake Engineering and Seismology, Geneva, 3-8 September 2006, Paper Number 1122.
9. Decanini LD, De Sortis A, Goretti A, Liberatore D, Mollaioli F, Bazzurro P (2004) Performance of reinforced concrete buildings during the 2002 Molise, Italy, earthquake. Earthq Spectr 20(S1): S221-S225.
10. Dolce M, Masi A, Ponzo FC, Mucciarelli M, Gallipoli MR, Di Cesare A, Tetta M, Vona M (2004) BOB-CODE PROJECT: Identificazione delle caratteristiche strutturali dell'edificio IACP di Bonefro gravemente danneggiato nel sisma del Molise 2002. Proceedings of the 11th Italian Conference on Earthquake Engineering, January 2002, Genova (in Italian).
11. Dolce M, Masi A, Ferrini M (2006) Estimation of the actual in-place concrete strength in assessing existing RC structures. The Second International fib Congress, June 5-8, 2006, Naples.
12. Gabor D (1946) Theory of communication. IEE J 93: 429-457. London.
13. Gallipoli MR, Mucciarelli M, Castro RR, Monachesi G, Contri P (2004) Structure, soil-structure response and effects of damage based on observations of horizontal-to-vertical spectral ratio of microtremors. Soil Dyn Earthq Eng 24(6): 487-495.
14. Gallipoli MR, Mucciarelli M, Vona M (2008) Empirical estimate of fundamental frequencies and relevant damping for Italian building. Earthq Eng Struct Dyn. doi: 10. 1002/eqe. 878.
15. Gallipoli MR, Mucciarelli M, Šket-Motnikar B, Zupanćić P, Gosar A, Prevolnik S, Herak M, Stipčević J, Herak D, Milutinović Z, Olumćeva T (2009) Empirical estimates of dynamic parameters on a large set of European buildings. Bull Earthq Eng. doi: 10. 1007/s10518-009-9133-6.
16. Goel RK, Chopra AK (1997) Period formulas for moment resisting frame buildings. J Struct Eng ASCE 123(11): 1454-1461.
17. Guler K, Yuksel E, Kocak A (2008) Estimation of the fundamental vibration period of existing RC buildings in Turkey utilizing ambient vibration records. J Earthq Eng 12(S2): 140-150.
18. Hans S, Boutin C, Ibraim E, Roussillon P (2005) In situ experiments and seismic analysis of existing buildings. Part I: experimental investigations. Earthq Eng Struct Dyn 34: 1513-1529.
19. Hong L, Hwang W (2000) Empirical formula for fundamental vibration periods of reinforced concrete buildings in Taiwan. Earthq Eng Struct Dyn 29: 327-337.
20. Masi A (2003) Seismic vulnerability assessment of gravity load designed R/C frames. Bull Earthq Eng 1(3): 371-395.
21. Masi A, Vona M (2008) Estimation of the period of vibration of existing RC building types based on experimental data and numerical results. Increasing Seismic Safety by Combining Engineering Technologies and Seismological Data, Springer book, WB/NATO Publishing Unit, pp 207-226.
22. Masi A, Vona M, Mucciarelli M (2009) Selection of natural and synthetic accelerograms for seismic vulnerability studies on RC frames. J Struct Eng ASCE. Special Issue devoted to "Earthquake Ground Motion Selection and Modification for Nonlinear Dynamic Analysis of Structures" (under revision).
23. Mucciarelli M, Masi A, Gallipoli MR, Harabaglia P, Vona Ms, Ponzo F, Dolce M (2004) Analysis of RC building dynamic response and soil-building resonance based on data recorded during a damaging earthquake (Molise, Italy, 2002). Bull Seismol Soc Am 94(5): 1943-1953.
24. Navarro M, Vidal F, Feriche M, Enomoto T, Sánchez FJ, Matsuda I (2004) Expected ground-RC building structures resonance phenomena in Granada city (Southern Spain). Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, B. C., Canada, August 1-6, Paper No. 3308.
25. NZSEE (2006) Assessment and improvement of the structural performance of buildings in earthquakes. Recommendations of a NZSEE Study Group on Earthquake Risk Buildings.
26. Priestley MJN, Calvi GM, Kowalsky MJ (2007) Displacement-based seismic design of structures. IUSS Press, Pavia.
27. Sobai M, Abd El-Rahman K, Mady M (2008) Estimation of dynamic characteristics of existing common reinforced concrete buildings in Egypt using ambient vibration tests. 14th World Conference on Earthquake Engineering, Bejing, pp 11-16.
28. Regio Decreto 16/11/1939 n. 2229 (1939) Norme per la esecuzione delle opere in conglomerato cementizio semplice ed armato. G. U. n. 92 del 18/4/1940 (in Italian).
29. Yuen K-V, Beck JL, Katafygiotis LS (2002) Probabilistic approach for modal identification using non-stationary noisy response measurements only. Earthq Eng Struct Dyn 31: 1007-1023.