Concept and development of hybrid solutions for seismic resistant bridge systems

Journal of Earthquake Engineering

Volumn 9, Issue 6, 2005, Pages 899-921

  Palermo, Alessandro ^a   Pampanin, Stefano ^a   Calvi, Gian Michele ^b  

^a UNIVERSITY OF CANTERBURY   (New Zealand)

^b UNIVERSITY OF PAVIA   (Italy)

Author keywords

Bridges; Controlled rocking; piers; Hybrid systems; Residual displacements; Self centring capacity; Unbonded post tensioning

Indexed keywords

EID: 29144512783     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1142/S1363246905002328     Document Type: Article

References (40)

1. ACI T1.2-03, Innovation Task Group 1 and collaborators [2003] Special Hybrid Moment Frames Composed of Discretely Jointed Precast and Post-Tensioned Concrete Members (ACI T1.2-03) and Commentary (ACI T1.2R-03) American Concrete Institute Farmington Hills, MI.
2. Billington, S. L., Barnes, R. W. and Breen, J. E. [1999] "A precast segmental substructure system for standard bridges," PCI Journal 44(4), 56-73.
3. Billington, S. L. and Yoon, J. K. [2004] "Cyclic response of unbonded post-tensioned precast concrete columns with ductile fibre-reinforced concrete," Journal of Bridge Engineering (ASCE) 9(4), 353-363.
4. Calvi, G. M. and Kingsley, G. R. [1995] "Displacement-based seismic design of multi-degree of freedom bridge structures," Earth. Eng. and Struct. Dynamics 24, 1247-1266.
5. Carr, A. J. [2004] RUAUMOKO Program for Inelastic Dynamic Analysis -Users Manual, Civil Engineering Dept., University of Canterbury, Christchurch, New Zealand.
6. Christopoulos, C., Filiatrault, A. and Folz, B. [2002] "Seismic response of self-centring hysteretic SDOF systems," Earth. Eng. and Struct. Dynamics 24, 1247-1266.
7. Christopoulos, C. and Pampanin, S. [2004] "Towards performance-based design of MDOF structures with explicit consideration on residual deformations," ISET Journal of Struct. Eng., Special Issue on "Performance-Based Seismic Design," paper 440.
8. Cormack, L. G. [1988] "The design and construction of the major bridges on the Mangaweka rail deviation," Transaction, Institution of Professional Engineers, New Zealand, 1, pp. 16-23.
9. EC8 [2003] Eurocode 8: Design of Structures for Earthquake Resistance.
10. Hewes, J. T. and Priestley, M. J. N. [2001] "Experimental testing of unbonded posttensioned precast concrete segmental bridge columns," Proc. of the 6th Caltrans Seismic Research, Workshop Program, Sacramento, California.
11. Housner, G. W. [1963] "The behaviour of inverted pendulum structures during earthquake," Bulletin of Seism. Soc. of America 53(2), 403-417.
12. ICC [2000] "International building code," International Conference of Building Officials, Whittier, C.A.
13. Ikeda, S., Hirose, S., Yamaguchi, T. and Nonaka, S. [2002] "Seismic performance of concrete piers prestressed in the critical sections," Proc. of the First Fib Congress, Osaka, Japan, CD-ROM file, pp. 207-214.
14. Kawashima, K. [1997] "The 1996 Japanese seismic design specifications of highway bridges and the performance based design," Proc. of Seismic Design Methodologies for the Next Generation of Codes, Bled, Slovenia, pp. 371-382.
15. Kawashima, K. [2002] "Seismic design of concrete bridges," Proc. of the First Fib Congress, Osaka, Japan, CD-ROM file.
16. Kowalsky, M. J., Priestley, M. J. N. and MacRae, G. A. [1995] "Displacement-based design of RC bridge columns in seismic regions," Earth. Eng. and Struct. Dynamics 24, 1623-1643.
17. Kowalsky, M. J. [2002] "A displacement-based approach for seismic design of continuous concrete bridges," Earth. Eng. and Struct. Dynamics 31, 719-747.
18. Mackie, K. and Stojadinovic, B. [2004] "Residual displacement and post-earthquake capacity of highway bridges," Proc. of 13th World Conference on Earthquake Engineering, Vancouver, B. C. Canada, CD-ROM file, paper 1550.
19. Mander, J. B. and Chen, C. T. [1997] "Seismic resistance of bridge piers based on damage avoidance design," Technical Report NCEER-97-0014 (National Centre for Earth. Eng. Research) State University of New York, Buffalo.
20. McManus, K. J. [1980] The Seismic Response of Bridge Structures Free to Rock on Their Foundations, Master thesis, Civil Engineering Dept., University of Canterbury, Christchurch, New Zealand.
21. MacRae, G. A. and Kawashima, K. [1997] "Post-earthquake residual displacements of bilinear oscillators," Earth. Eng. and Struct. Dynamics 26, 701-716.
22. Muto, K., Ohmori, N., Sugano, T., Miyashita, T. and Shimizu, H. [1973] "Nonlinear analysis of reinforced concrete buildings. Theory and practice in finite element structural analysis," Yamada T. and Gallagher, Tokyo, R.H. Eds., pp. 399-421.
23. NEHRP [1997] Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, FEMA-273, October, Washington, D.C.
24. NZS 3101 [2005] Standards New Zealand, Appendix B: Special provisions for the seismic design of ductile jointed precast concrete structural systems.
25. Otani, S. [1981] "Hysteresis models of reinforced concrete for earthquake response analysis," Journal Faculty of Engineering, University of Tokyo 36(2), 125-159.
26. Palermo, A. [2004] The Use of Controlled Rocking in the Seismic Design of Bridges, Ph.D. thesis, Structural Engineering Dept., Technical University of Milan, Italy.
27. Pampanin, S. [2000] Alternative Seismic Design Philosophies and Seismic Response of Precast Concrete Buildings, Ph.D. thesis, Structural Engineering Dept., Technical University of Milan, Italy.
28. Pampanin, S. [2005] "Emerging Solutions for High Seismic Performance of Precast/Prestressed Concrete Buildings", Journal of Advanced Concrete Technology (ACT), Special Issue on High Performance Systems, invited paper.
29. Pampanin, S., Priestley, M. J. N. and Sritharan, S. [2001] "Analytical modelling of the seismic behaviour of precast concrete frames designed with ductile connections," Journal of Earth. Eng. 5(3), 329-367.
30. Pampanin, S., Christopoulos, C. and Priestley, M. J. N. [2002] Residual Deformations in the Performance-Based Seismic Assessment of Frame Structures, Report Rose-2002/02, IUSS PRESS, Pavia.
31. Priestley, M. J. N., Evison, R. J. and Carr, A. [1978] "The seismic response of structures free to rock on their foundations," Bulletin of the New Zealand Society for Earth. Eng. 11(3), 141-150.
32. Priestley, M. J. N. [1991] "Overview of the PRESSS Research Program," PCI Journal 36(4), 50-57.
33. Priestley, M. J. N. [1996] "The PRESSS program - Current status and proposed plans for phase III," PCI Journal 41(2), 22-40.
34. Priestley, M. J. N., Sritharan, S., Conley, J. R. and Pampanin, S. [1999] "Preliminary results and conclusions from the PRESSS five-story precast concrete test-building," PCI Journal 44(6), 42-67.
35. Priestley, M. J. N. [2002] "Direct displacement-based design of precast/prestressed concrete buildings," PCI Journal 47(6), 66-79.
36. Priestley, M. J. N. [2003] Myths and Fallacies in Earthquake Engineering, Revisited. The Mallet Milne Lecture 2003, IUSS PRESS, Pavia.
37. Ramberg, W. and Osgood, W. R. [1943] "Description of stress-strain curves by three parameters," National Advisory Committee on Aeronautics, Technical Note 902.
38. SEAOC Vision 2000 Committee [1995] Performance-Based Seismic Engineering, Report prepared by Structural Engineers Association of California, Sacramento, California.
39. Stanton, J. F., Stone, W. C. and Cheok, G. S. [1997] "A hybrid reinforced precast frame for seismic regions," PCI Journal 42(2), 20-32.
40. Zatar, W. and Mutsuyoshi, H. [2000] "Reduced residual displacements of partially prestressed concrete bridge piers," Proc. of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand, CD-ROM file, paper 1111.