Formulation of Duration-Dependent Inelastic Seismic Design Spectrum

Journal of Structural Engineering

Volumn 124, Issue 8, 1998, Pages 913-921

  Chai, Y H ^a   Fajfar, P ^b   Romstad, K M ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b UNIVERSITY OF LJUBLJANA   (Slovenia)

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; PLASTICITY; STRENGTH OF MATERIALS;

CYCLIC PLASTIC STRAIN ENERGY CAPACITY; INELASTIC SEISMIC DESIGN;

STRUCTURAL DESIGN;

EID: 0032137772     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:8(913)     Document Type: Article

References (22)

1. Akiyama, H. (1985). Earthquake-resistant limit state design for buildings. University of Tokyo Press, Tokyo, Japan.
2. Chai, Y. H., Romstad, K. M, and Bird, S. M. (1995). "Energy-based linear damage model for high-intensity seismic loading." J. Struct. Engrg., ASCE, 121(5), 857-864.
3. Fajfar, P., and Fischinger, M. (1990). "Earthquake design spectra considering duration of ground motion." Proc., 4th U.S. Nat. Conf. on Earthquake Engrg. Vol. 2, 15-24.
4. Fajfar, P., and Vidic, T. (1994). "Consistent inelastic design spectra: Hysteretic and input energy." Earthquake Engrg. and Struct. Dyn., 23, 523-537.
5. Fajfar, P., Vidic, T., and Fischinger, M. (1989). "Seismic demand in medium and long period structures." Earthquake Engrg. and Struct. Dyn., 18, 1133-1144.
6. Housner, G. W. (1990). Limit design of structures to resist earthquakes - Selected earthquake engineering papers of George W. Housner, ASCE, Reston, Va., 186-198.
7. Kuwamura, H., and Galambos, T. V. (1989). "Earthquake load for structural reliability." J. Struct. Engrg., ASCE, 115(6), 1446-1462.
8. Kuwamura, H., Kirino, Y., and Akiyama, H. (1994). "Prediction of earthquake energy input from smoothed Fourier amplitude spectrum." Earthquake Engrg. and Struct. Dyn., 23, 1125-1137.
9. Mahin, S. A., and Lin, J. (1983). "Construction of inelastic response spectra for single-degree-of-freedom systems." Rep. No. UCB/EERC- 83/17, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
10. National building code of Canada. (1990). Committee on the National Building Code, Nat. Res. Council of Canada, Quebec, Canada.
11. NEHRP recommended provisions for the development of seismic regulations for new buildings - Commentary. (1991). Fed. Emergency Mgmt. Agency, Washington, D.C.
12. Newmark, N. M., and Hall, W. J. (1982). Earthquake spectra and design. Monograph Series, Earthquake Engrg. Res. Inst., Berkeley, Calif.
13. Park, Y. J., and Ang, A. H. S. (1985). "Mechanistic seismic damage model for reinforced concrete." J. Struct. Engrg., ASCE, 111(4), 722-739.
14. Park, Y. J., Ang, A. H. S., and Wen, Y. K. (1987). "Damage-limiting aseismic design of buildings." Earthquake Spectra, 3(1), 1-26.
15. Paulay, T., and Priestley, M. J. N. (1992). Seismic design of reinforced concrete and masonry buildings. Wiley-Interscience, New York, N.Y.
16. Singhal, A., and Kiremidjian, A. S. (1996). "Method for probabilistic evaluation of seismic structural damage." J. Struct. Engrg., ASCE, 122(12), 1459-1467.
17. Trifunac, M. D., and Brady, A. G. (1975). "A study on the duration of strong earthquake ground motion." Bull. Seismological Soc. of Am., 65(3), 581-626.
18. Tso, W. K., Zhu, T. J., and Heidebrecht, A. C. (1993). "Seismic energy demands on reinforced concrete moment-resisting frames." Earthquake Engrg. and Struct. Dyn., 22, 533-545.
19. Uang, C.-M., and Bertero, V. V. (1988). "Use of energy as a design criterion in earthquake-resistant design." Rep. No. UCB/EERC-88/18, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
20. Vidic, T., and Fajfar, P. (1994). "Behavior factors taking into account cumulative damage." Proc., 10th Eur. Conf. on Earthquake Engrg., 959-964.
21. Vidic, T., Fajfar, P., and Fischinger, M. (1994). "Consistent inelastic design spectra: Strength and displacement." Earthquake Engrg. and Struct. Dyn., 23, 507-521.
22. Zahrah, T. F., and Hall, W. J. (1983). "Earthquake energy absorption in SDOF structures." J. Struct. Engrg., ASCE, 110(8), 1757-1722.