Verification of spectral reduction factors for seismic assessment of bridges

Bulletin of the New Zealand Society for Earthquake Engineering

Volumn 42, Issue 2, 2009, Pages 111-121

  Casarotti, C ^a   Monteiro, R ^b   Pinho, R ^c  

^a EUROPEAN CENTRE FOR TRAINING AND RESEARCH IN EARTHQUAKE ENGINEERING EUCENTRE   (Italy)

^b UNIVERSITY OF PORTO   (Portugal)

^c UNIVERSITY OF PAVIA   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

CONNECTORS (STRUCTURAL); ENERGY DISSIPATION; NONLINEAR EQUATIONS; STATIC ANALYSIS; STIFFNESS;

HYSTERETIC ENERGY DISSIPATIONS; MULTIPLE-DEGREE-OF-FREEDOM; NON-LINEAR STATIC ANALYSIS; NONLINEAR STATIC PROCEDURE; SINGLE DEGREE OF FREEDOM SYSTEMS; SPECTRAL REDUCTIONS; STRUCTURAL ENERGIES; TIME HISTORY ANALYSIS;

DEGREES OF FREEDOM (MECHANICS);

EID: 68249121319     PISSN: 11749857     EISSN: None     Source Type: Journal    
DOI: 10.5459/bnzsee.42.2.111-121     Document Type: Article

References (30)

1. Fajfar, P. (1999), "Capacity spectrum method based on inelastic demand spectra". Earthquake Engineering and Structural Dynamics, 28, 979-993.
2. Chopra, A.K. and Goel, R.K. (1999), "Capacity-Demand-Diagram methods based on inelastic design spectrum". Earthquake Spectra, 15 (4), 637-656.
3. Miranda, E. and Ruiz-García, J. (2002), "Evaluation of approximate methods to estimate maximum inelastic displacement demands". Earthquake Engineering and Structural Dynamics, 31, 539-560.
4. Miranda, E. (2000), "Inelastic displacement ratios for structures on firm sites". ASCE Journal of Structural Engineering, 126 (10), 1150-1159.
5. Casarotti, C. and Pinho, R. (2007), "An Adaptive Capacity Spectrum Method for assessment of bridges subjected to earthquake action". Bulletin of Earthquake Engineering, 5 (3), 377-390.
6. s' US-Italy Seismic Bridge Workshop.
7. Pinho, R., Monteiro, R. and Casarotti, C. (2009), "Assessment of Continuous Span Bridges through Nonlinear Static Procedures". Earthquake Spectra, in press.
8. Rosenblueth, E. and Herrera, I. (1964), "On a kind of hysteretic damping". ASCE Journal of Engineering Mechanics, 90 (4). 37-48.
9. Applied Technology Council (1996), Seismic Evaluation and Retrofit of Concrete Buildings. ATC-40 Report, Volumes 1 and 2. ATC, California, USA.
10. Kowalsky, M.J. (1994), "Displacement-based design - a methodology for seismic design applied to RC bridge columns". Master's Thesis, University of California at San Diego, La Jolla, California.
11. Gulkan, P. and Sozen, M. (1974), "Inelastic response of reinforced concrete structures to earthquakes motions". Adjournal, 71. 604-610.
12. Iwan, W. D. (1980), "Estimating inelastic response spectra from elastic spectra". Earthquake Engineering and Structural Dynamics, 8. 375-388.
13. Dwairi, H.M., Kowalsky, M.J. and Nau, J.M. (2007), "Equivalent damping in support of direct displacement-based design". Journal of Earthquake Engineering, 11 (4), 512-530.
14. Priestley, M.J.N., Calvi, G.M. and Kowalsky, M.J. (2007), Displacement-based Seismic Design of Structures. IUSS Press, Pavia, Italy.
15. Newmark, N.M. and Hall, W.J. (1982), Earthquake Spectra and Design. Earthquake Engineering Research Institute, Berkeley.
16. Comité Europeen de Normalization (2005), Design of Structures for Earthquake Resistance, Part 2: Bridges. EN 1998-2, CEN, Brussels, Belgium.
17. Ramirez, O.M., Constantinou, M.C., Whittaker, A.S., Kircher, C.A. and Chrysostomou, C.Z. (2002), "Elastic and inelastic seismic response of buildings with damping systems". Earthquake Spectra, 18 (3), 531-547.
18. Lin, Y.Y. and Chang, K.C. (2003), "A study on damping reduction factors for buildings under earthquake ground motions". ASCE Journal of Structural Engineering, 129 (2), 206-214.
19. Vidic, T., Fajfar, P. and Fischinger, M. (1994), "Consistent inelastic design spectra: strength and displacement". Earthquake Engineering and Structural Dynamics, 23 (5), 507-521.
20. Casarotti, C, Pinho, R. and Calvi, G.M. (2005), Adaptive pushover based methods for seismic assessment and design of bridge structures. ROSE Research Report No. 2005/06, IUSS Press, Pavia, Italy.
21. SAC Joint Venture (1997), "Develop Suites of Time Histories". Project Task: 5.4.1, Draft Report, March 21, Sacramento, CA, USA.
22. Bommer, J.J. and Martinez-Pereira, A. (1999), "The effective duration of earthquake ground motion". Journal of Earthquake Engineering, 3 (2), 127-172.
23. SeismoSoft (2006), SeismoStruct - a computer program for static and dynamic nonlinear analysis of framed structures, available online from http://www.seismosoft.com.
24. Casarotti, C. and Pinho, R. (2006), "Seismic response of continuous span bridges through fibre-based finite element analysis". Journal of Earthquake Engineering and Engineering Vibration, 5 (1), 119-131.
25. Antoniou, S. and Pinho, R. (2004), "Development and verification of a displacement-based adaptive pushover procedure". Journal of Earthquake Engineering, 8 (5), 643-661.
26. Pinho, R., Casarotti, C. and Antoniou, S. (2007), "A comparison of single-run pushover analysis techniques for seismic assessment of bridges". Earthquake Engineering and Structural Dynamics, 36 (10), 1347-1362.
27. Bertero, V. V. (1995), "Tri-services manual methods". Vision 2000 performance based seismic engineering of buildings, Structural Engineer Association of California, Vol. 1, Part 2, Appendix J, J1-J8.
28. Bertero, V. V., Anderson, J. C, Krawinkler, H. and Miranda, E. (1991), "Design guidelines for ductility and drift limits". Rep. No. EERC/UCB 91/15, Earthquake Engrg. Res. Ctr., University of California, Berkeley
29. Reinhorn, A. M. (1997), "Inelastic analysis techniques in seismic evaluations". Seismic design methodologies for the next generation of codes, P. Fajfar and H. Krawinkler, eds., Balkema, Rotterdam, The Netherlands, 277-287.
30. Fajfar, P. (2000), "A nonlinear analysis method for performance-based seismic design". Earthquake Spectra, 16 (3), pp. 573-592.