Performance-based seismic response of frame structures including residual deformations. Part II: Multi-degree of freedom systems

Journal of Earthquake Engineering

Volumn 7, Issue 1, 2003, Pages 119-147

  Pampanin, Stefano ^a   Christopoulos, Constantin ^b   Nigel Priestley, M J ^c  

^a UNIVERSITY OF CANTERBURY   (New Zealand)

^b UNIVERSITY OF TORONTO   (Canada)

^c European School for Advanced Studies in Reduction of Seismic Risk ROSE School   (Italy)

Author keywords

Damage index; Frame buildings; Hysteresis rules; Performance based design; Residual drift; Self centring

Indexed keywords

DEFORMATION; DEGREES OF FREEDOM (MECHANICS); MATRIX ALGEBRA; SEISMOLOGY; STRUCTURAL FRAMES;

SEISMIC RESPONSE;

EARTHQUAKE RESISTANCE;

EID: 0037247794     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632460309350444     Document Type: Article

References (30)

1. Beres, A., Pessiki, S., White, R. and Gergely, P. [1996] “Implications of experimental on the seismic behavior of gravity load designed RC beam-column connections,” Earthq. Spectra 12(2), 185-198.
2. Borzi, B., Calvi, G. M., Elnashai, A. S., Faccioli, E. and Bommer, J. [2001] “Inelastic spectra for displacement-based seismic design,” Soil Dyn. Earthq. Engrg. 21(1), 47-61.
3. Calvi, G. M. [1998] “Performance-based approaches for seismic assessment of existing structures,” Opening Lecture 11th European Conference in Earthquake Engineering, Paris.
4. Calvi, G. M., Magenes, G. and Pampanin, S. [2002] “Relevance of beam-column joint damage and collapse in RC frame assessment,” J. Earthq. Engrg. 6(Special Issue 1), 75-100.
5. Carr, A. J. [2000] Ruaumoko Program for Inelastic Dynamic Analysis — Users Manual, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand.
6. Chopra, A. K. and Goel, R. K. [1999] “Capacity-demand-diagram methods for estimating seismic deformation of inelastic structures: SDF systems. Report PEER-1999/02, Berkeley, CA: Pacific Earthquake Engineering Research Center, University of California.
7. Christopoulos, C., Filiatrault, A. and Fob, B. [2002a] “Seismic response of self-centring hysteretic SDOF systems,” Earthq. Engrg. Struct. Dyn. 31, 1131-1150.
8. Christopoulos, C., Filiatrault, A., Uang, C. M. and Fob, B. [2002b] “Post-tensioned energy dissipating connections for moment resisting steel frames,” ASCE J. Struct. Engrg. 128(9), 1110-1120
9. Christopoulos, C., Pampanin, S. and Priestley M. J. N. [2002c] “Performance-based seismic response of frame structures including residual deformations. Part I: Single-degree-of- freedom systems,” J. Earthq. Engrg. (JEE), accepted for publication.
10. Cosenza, E., Manfredi, G. and Ramasco, R. [1993] “The use of damage functionals in earthquake engineering: a comparison between different methods,” Earthq. Engrg. Struct. Dyn. 22(10), 855-868.
11. Fajfar, P. and Gaspersic, P. [1996] “The N2 method for the seismic damage analysis of RC buildings,” Earthq. Engrg. Struct. Dyn. 25, 23-67.
12. Fardis, M. N. [1995] “Damage measures and failure criteria for reinforced concrete members,” 10th European Conference on Earthquake Engineering, Vienna.
13. Fardis, M. N. and Panagiotakos, T. B. [1997] “Seismic design and response of bare and masonry infilled reinforced concrete buildings. Part I: bare structures," J. Earthq. Engrg. 1(1), 000-000.
14. Gupta, A. and Krawinkler, H. [2000] “Estimation of seismic drift demands for frame structures," Earthq. Engrg. Struct. Dyn. 29(9), 1287-1305.
15. Hakuto, S., Park, R. and Tanaka, H. [2000] “Seismic load tests on interior and exterior beam-column joints with substandard reinforcing details,” A Cl Struct. J. 97(1), 11-25.
16. Kappos, A. J. [1997] “Seismic damage indices for RC buildings,” Progr. Struct. Engrg. Mat. 1(1), 78-87.
17. Kawashima, K., MacRae, G., Hoshikuma, J. and Nagaya, K. [1997] “Residual displacement response spectrum,” ASCE Journal of Structural Engineergin, 124(5), 523-530.
18. Krawinkler, H. and Seneviratna, G. D. P. K. [1998] “Pros and cons of a pushover analysis for seismic performance evaluation,” Engrg. Struct. 20(4-6), 452-464.
19. MacRae, G. A., Priestley, M. J. N. and Tiao, J. [1993] “P-A design in seismic regions,” Research Report SSRP 93/05, Department of Structural Engineering, Univ. of California at San Diego.
20. Pampanin S., Priestley, M. J. N. and Sritharan, S. [2000a] “Precast seismic structural systems: PRESSS Phase 3. The five storey precast test building. Vol. 3-4. Frame direction response,” SSRP Report 2000/08, University of California, San Diego.
21. Pampanin S., Priestley, M. J. N. and Sritharan, S. [2000b] “Passive energy dissipation and self-centering capabilities in precast ductile connections,” Proceedings of the Second European Conference on Structural Control, ENPC, Champs-sur-Mame, France, July 3-6.
22. Pampanin, S., Christopoulos, C. and Priestley M. J. N. [2002c] “Residual deformations in the performance-based seismic assessment of frame structures,” Research Report ROSE 2002/02, European School for Advanced Studies on Reduction of Seismic Risk, Pavia, Italy, 203 pp.
23. Park, Y. J. and Ang, A. H.-S. [1985] “Seismic damage analysis of reinforced concrete buildings,” J. Struct. Engrg. 111(4), 740-757.
24. Park, Y. J. and Ang, A. H.-S. [1987] “Damage-limiting aseismic design of buildings,” Earthq. Spectra 3(1), 1-25.
25. Priestley, M. J. N. [1993] “Myths and fallacies in earthquake engineering. Conflicts between design and reality,” Proceedings of T. Paulay Symposium: Recent Developments in Lateral Force Transfer in Buildings, La Jolla, CA.
26. Priestley, M. J. N. [1997] “Displacement based seismic assessment of reinforced concrete buildings,” J. Earthq. Engrg. 1(1), 157-192.
27. Priestley, M. J. N. [1998] “Displacement based approaches to rational limit states design of new structures,” Closing Lecture Eleventh European Conference on Earthquake Engineering, Paris.
28. Priestley, M. J. N., Sritharan, S., Conley, J. R. and Pampanin, S. [1999] “Preliminary results and conclusions from the PRESSS five-storey precast concrete test building,” PCI J. 44(6), 42-67.
29. Seneviratna, G. D. P. K. and Krawinkler, H. [1996] “Modifications of seismic demands for MDOF Systems,” Proceedings of 11th World Conference on Earthquake Engineering, Acapulco.
30. Shibata, A. and Sozen, M. [1976] “Substitute structure method for seismic design in reinforced concrete,” J. Struct. Div. ASCE 102(ST1), 1-18.