Relevance of absolute and relative energy content in seismic evaluation of structures

Advances in Structural Engineering

Volumn 11, Issue 1, 2008, Pages 17-34

  Kalkan, Erol ^a   Kunnath, Sashi K ^b  

^a CALIFORNIA GEOLOGICAL SURVEY   (United States)

^b UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Acceleration pulse; Directivity; Near fault; Seismic input energy; Velocity pulse

Indexed keywords

ACCELERATION PULSES; ENERGY CONTENT; SEISMIC INPUT ENERGY; VELOCITY PULSE;

ACCELEROMETERS; COMPUTER SIMULATION; FAULT DETECTION; NONLINEAR ANALYSIS; SPECTRUM ANALYSIS; VELOCITY MEASUREMENT;

SEISMIC DESIGN;

EID: 42349112749     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/136943308784069469     Document Type: Article

References (41)

1. Alavi, B. and Krawinkler, H. (2004). "Behavior of moment resisting frame structures subjected to near-fault ground motions", Earthquake Engineering and Structural Dynamics, Vol. 33, No. 6, pp. 687-706.
2. Amiri, G. G. and Dana, F. M. (2005). "Introduction of the most suitable parameter for selection of critical earthquake", Computers & Structures, Vol. 83, No. 8-9, pp. 613-626.
3. Berg, G. V. and Thomaides, S. S. (1960). "Energy consumption by structures in strong-motion earthquakes", Proceedings of the 2nd World Conerence. on Earthquake Engineering, Tokyo, Japan, Vol. 2, pp. 681-696.
4. Bertero, V. V. (1976). "Establishment of design earthquakes- Evaluation of present methods", Proceedings of International, Symposium on Earthquake Structure Engineering, St. Louis, Vol. 1, pp. 551-580.
5. Bonelli, PC. (1998). "Long seismic velocity pulses effect and damage", Proceedings of Structural Engineering World Congress (SEWC'98), San Francisco.
6. Decanini, L. D. and Mollaioli, F. (2001). "An energy-based methodology for the assessment of seismic demand", Soil Dynamics and Earthquake Engineering, Vol. 21, No. 2, pp. 113-137.
7. Fajfar, P. and Vidic, T. (1994). "Consistent inelastic design spectra: hysteretic and input energy", Earthquake Engineering and Structural Dynamics, Vol. 23, pp. 523-537.
8. Chai, R. Y. H. and Fajfar, P. A. (2000). "procedure for estimating input energy spectra for seismic design", Journal of Earthquake Engineering, Vol. 4, No. 4. pp. 539-561.
9. Chapman, M. C. (1999). "On the use of elastic input energy for seismic hazard analysis", Earthquake Spectra, Vol. 15, No. 4, pp. 607-635.
10. Chou, C. C. and Uang, C. M. (2000). "Establishing absorbed energy spectra-an attenuation approach", Earthquake Engineering and Structural Dynamics, Vol. 29, pp. 1441-1455.
11. Chou, C. C. and Uang, C. M. "A procedure for evaluation of seismic energy demand of framed structures", Earthquake Engineering and Structural Dynamics, Vol. 32, pp. 229-244.
12. Goel, S. C. and Berg, G. V. "Inelastic earthquake response of tall steel frames", Journal of Structure Division ASCE, Vol. 94, pp. 1907-1934.
13. Hall, J. F., Heaton, T. H., Halling, M. W. and Wald, D. J. (1995). "Near-source ground motion and its effects on flexible buildings", Earthquake Spectra, Vol. 11, No. 4, pp. 569-605.
14. Heaton, T. H., Hall, J. F., Wald, D. J. and Hailing, M. W. (1995). "Response of high-rise and base-isolated buildings to a hypothetical MW 7.0 blind thrust earthquake", Science, Vol. 267, pp. 206-211.
15. Housner, G. W. (1956). "Limit design of structures to resist earthquakes", Proceedings of the 1st World Conference on Earthquake Engineering, Berkeley Calif.
16. Iwan, W. D. (1997). Drift spectrum: measure of demand for earthquake ground motions. Journal of. Strucural Engineering, ASCE, Vol. 123, No. 4, pp. 397-404.
17. Krawinkler, H. (1987). Performance assessment of steel components. Earthquake Spectra, Vol. 3, pp. 27-41.
18. Kalkan, E. (2006). Prediction of Seismic Demands in Building Structures. Ph.D. Dissertation, University of California at Davis (Available at http://www.geocites.com/ekalkan76).
19. Kalkan, E. and Kunnath, S. K. 2006, "Effects of fling-step and forward directivity on the seismic response of buildings", Earthquake Spectra, Vol. 22, No. 2, pp. 367-390.
20. Kalkan, E. and Kunnath, S. K. (2007). "Effective cyclic energy as a measure of seismic demand", Journal of Earthquake Engineering, Vol. 11, No. 5, pp. 725-751.
21. Kalkan, E. Haddadi, H. and Shakal T. (2006). "Seismic input energy of ground motions during the 2004 (M6.0) Parkfield, California earthquake", Proceedings of the Eight National Earthquake Engineering Conference, April 18-22, San Francisco.
22. Kunnath, S. K., Nghiem, Q. and El-Tawil, S. (2004). "Modeling and response prediction in performance-based seismic evaluation: case studies of instrumented steel moment-frame buildings", Earthquake Spectra, Vol. 20, No. 3, pp. 883-915.
23. Leelataviwat, S. Goel, S. C. and Stojadinovic, B. (2002). "Energy-based seismic design of structures using yield mechanism and target drift", Journal of Structural Engineering, ASCE, Vol. 28, No. 8. pp. 1046-1054.
24. Mahin, S. A. and Lin, J. (1983). Construction of Inelastic Response Spectrum for Single Degree of Freedom System. Report No. UCB/EERC-83/17, Earthquake Engineering Research Center, Berkeley, Calif.
25. Makris, N. and Black, C. (2004). "Evaluation of peak ground velocity as a 'good' intensity measure for near-source ground motions", Journal of Engineering Mechanics, ASCE, Vol. 130, No. 9, pp. 1032-1044.
26. Mavroeidis, G. P., Dong, G. and Papageorgiou, A. S. (2004). Near-fault ground motions, and the response of elastic and inelastic single-degree-freedom (SDOF) systems. Earthquake Engineering and Structural Dynamics, Vol. 33, pp. 1023-1049.
27. McCabe, S. L. and Hall, W. J. (1989). "Assessment of seismic structural damage", Journal of Structural Engineering, ASCE, Vol. 115, pp. 2166-2183.
28. Minami, T. and Osawa, Y. "Elastic-plastic response spectra for different hysteretic rules", Earthquake Engineering and Structural Dynamics, Vol. 16, pp. 555-568.
29. Ordaz, M., Huerta, B. and Reinoso, E. (1999). "Exact computation of input-energy spectra from Fourier amplitude spectra", Earthquake Engineering and Structural Dynamics, Vol. 32, No. 4, pp. 597-605.
30. Otani, S. and Ye, L. (1999). "Maximum seismic displacement of inelastic systems based on energy concept", Earthquake Engineering and Structural Dynamics, Vol.28, pp.1483-1499.
31. Park, Y. J., Ang, A. H. S. and Yen, Y. K. (1984). Seismic Damage Analysis and Damage-limiting Design of RC Buildings. Civil Engineering Series, UIUC.
32. Riddell, R. and Garcia, E. J. (2001). "Hysteretic energy spectrum and damage control", Earthquake Engineering and Dynamics, Vol. 30, pp. 1791-1816.
33. Sasani, M. and Bertero, V. V. (2000). "Importance of severe pulse-type ground motions in performance-based engineering: historical and critical review", Proceedings of the 12th World Conference on Earthquake Engineering, Paper No. 1302.
34. Shoji, Y., Tanii, K. and Kamiyama, M. A . (2005). "Study on the duration and amplitude characteristics of earthquake ground motions", Soil Dynamics and Earthquake Engineering, Vol. 7-10, pp. 505-512.
35. Sucuoglu, H., Yucemen, S., Gezer, A. and Erberik, A. Statistical evaluation of the damage potential of earthquake ground motions. Structural Safety, Vol. 20, pp. 357-378.
36. st World Conference on Earthquake Engineering, Berkeley, CA. Vol. 3, pp. 1-11.
37. Takewaki, I. (2004). "Bound of earthquake input energy", Journal of. Structural Engineering, ASCE, Vol. 130, pp. 1289-1297.
38. Tembulkar, J. M. and Nau, J. M. (1987). "Inelastic modeling and seismic energy dissipation", Journal of Structual Engineering, ASCE, Vol. 113, pp. 1373-1377.
39. Teran-Gilmore, A. (1998). "A parametric approach to performance-based numerical seismic design", Earthquake Spectra, Vol. 14, No. 3, pp. 501-520.
40. Trifunac, M. D. and Brady, A. G. (1975). "On the correlation of seismic intensity scales with the peaks of recorded ground motion", Bulletin of the Seismological Society of America, Vol. 65, pp. 139-162.
41. Uang, C. M. and Bertero, V. V. (1990). "Evaluation of seismic energy in structures", Earthquake Engineering and Structural Dynamics, Vol. 19, pp. 77-90.