Non-linear seismic analysis of base-isolated RC frame structures

Earthquake Engineering and Structural Dynamics

Volumn 28, Issue 6, 1999, Pages 633-653

  Ceccoli, C ^a   Mazzotti, C ^a   Savoia, M ^a  

^a UNIVERSITY OF BOLOGNA   (Italy)

Author keywords

Base isolation; Energy dissipation; HDRB model; Hysteretic models; RC frames

Indexed keywords

BEARINGS (STRUCTURAL); COMPUTATIONAL METHODS; DAMPING; HYSTERESIS; ITERATIVE METHODS; MATHEMATICAL MODELS; SEISMOLOGY; STRAIN;

BASE ISOLATION; HIGH DAMPING RUBBER BEARINGS; HYSTERETIC PARK MODEL; SEISMIC ANALYSIS;

STRUCTURAL ANALYSIS;

BASE ISOLATION; CONCRETE STRUCTURE; DAMPING; SEISMIC RESPONSE;

EID: 0032799574     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199906)28:6<633::AID-EQE832>3.0.CO;2-3     Document Type: Article

References (30)

1. J. M. Kelly, 'Aseismic base-isolation: review and bibliography', Soil Dyn. Earthquake Engng. 8, 202-216 (1986).
2. H. W. Shenton III and A. N. Lin, 'Relative performance of fixed-base and base-isolated concrete frames', J. Struct. Engng. ASCE 119, 2952-2968 (1993).
3. J. A. Inaudi and J. M. Kelly, 'Optimum damping in linear isolation systems', Earthquake Engng. Struct. Dyn. 22, 583-598 (1993).
4. H. C. Tsai and J. M. Kelly, 'Seismic response of heavily damped base-isolation systems', Earthquake Engng. Struct. Dyn. 22, 633-645 (1993).
5. C. Ceccoli, C. Mazzotti and M. Savoia, 'Analytical and experimental seismic analysis of R. C. frame structures', in G. D. Manolis, D. E. Beskos, C. A. Brebbia (eds.), Earthquake Resistant Engineering Structures, Comput. Mech. Publications, Southampton, 1996, pp. 171-192.
6. Y. Chen and G. Ahmadi, 'Performance of a high damping rubber bearing base-isolation system for a shear beam structure', Earthquake Engng. Struct. Dyn. 23, 729-744 (1994).
7. M. Kikuchi and I. D. Aiken, 'An analytical hysteresis model for elastomeric seismic isolation bearings', Earthquake Engng. Struct. Dyn. 26, 215-231 (1997).
8. J. M. Kelly, Earthquake-Resistant Design with Rubber, Springer, London, 1993.
9. A. Feriani and F. Perotti, 'The formation of viscous damping matrices for the dynamic analysis of MDOF systems', Earthquake Engng Struct. Dyn. 25, 689-709 (1996).
10. CEB, RC Frames under Earthquake Loading - State of Art Report, T. Telford Publications, Lausanne, Switzerland, 1996.
11. K. J. Mørk, 'Response analysis of reinforced concrete structures under seismic excitation', Earthquake Engng. Struct. Dyn. 23, 33-48 (1994).
12. D. Miramontes, O. Merabet and J. M. Reynouard, 'Beam global model for the seismic analysis of RC frames, Earthquake Engng Struct. Dyn. 25, 671-688 (1996).
13. Y. J. Park, A. M. Reinhorn and S. K. Kunnath, 'IDARC: inelastic damage analysis of reinforced concrete frame-shear wall structures', Tech. Rep. NCEER-87-0008, University of Buffalo, New York, 1987.
14. N. Makris, 'Rigidity-plasticity-viscosity: can electrorheological dampers protect base-isolated structures from near-source ground motions?', Earthquake Engng. Struct. Dyn. 26, 571-591 (1997).
15. W. D. Iwan, 'Near-field considerations in specification of seismic design motions for structures', in G. Duma (ed.), 10th Europ. Conf. Earthquake Engng., Balkema, Rotterdam, 1995, pp. 257-267.
16. W. D. Iwan and X. Chen, 'Important near-field ground motion data from the Landers earthquake', in G. Duma (ed.), 10th Europ. Conf. Earthquake Engng., Balkema, Rotterdam, 229-234 (1995).
17. K. J. Mørk, 'Stochastic analysis of reinforced concrete frames under seismic excitation, Soil Dyn. Earthquake Engng. 11, 145-161 (1992).
18. A. C. Costa and A. G. Costa, 'Hysteretic model for force-displacement relationships for seismic analysis of structures', Lab. Nat. de Engenh. Civil, Lisbon, 1987.
19. M. Saatcioglu, A. T. Derecho and W. G. Corley, 'Modelling hysteretic behavior of coupled walls for dynamic analysis', Earthquake Engng. Struct. Dyn. 11, 711-726 (1983).
20. A. K. Chopra, Dynamics of Structures - Theory and Applications to Earthquake Engineering, Prentice-Hall, Englewood Cliffs, NJ, 1995.
21. CEB, CEB-FIP Model Code 1990, T. Telford Publications, Lausanne, Switzerland, 1990.
22. Y. J. Park and A. H. S. Ang, 'Mechanistic seismic damage model for reinforced concrete', J. Struct. Engng. ASCE 111, 722-739 (1985).
23. K. J. Bathe and E. L. Wilson, Numerical Methods on Finite Element Analysis, Prentice-Hall, Englewood Cliffs, NJ, 1976.
24. A. H. Barbat, N. Molinares and R. Codina, 'Effectiveness of block iterative schemes in computing the seismic response of buildings with non-linear base-isolation' Comput. Struct. 58, 133-141 (1996).
25. E. L. Wilson and J. Penzien,'Evaluation of orthogonal damping matrices', Int. J. Numer. Meth. Engng. 4, 5-10 (1972).
26. R.W. Clough and J. Penzien, Dynamics of Structures, McGraw-Hill, New York, 1975.
27. Y.J. Park, A.H.S. Ang and Y. K. Wen, 'Seismic damage analysis of reinforced concrete buildings', J. Struct. Engng. ASCE 111, 740-757 (1985).
28. M. L. Wang and S.P. Shah, 'Reinforced concrete hysteresis model based on the damage concept', Earthquake Engng. Struct. Dyn. 15, 993-1003 (1987).
29. E. Cosenza, G. Manfredi and R. Ramasco, 'The use of damage functionals in earthquake engineering: a comparison between different methods', Earthquake Engng. Struct. Dyn. 22, 855-868 (1993).
30. Y. H. Chai, K. M. Romstad and S. M. Bird, 'Energy-based linear damage model for high-intensity seismic loading, J. Struct. Engng. ASCE 121, 857-864 (1995).