Probabilistic characteristics of seismic ductility demand of SDOF systems with bouc-wen hysteretic behavior

Journal of Earthquake Engineering

Volumn 13, Issue 5, 2009, Pages 600-622

  Goda, K ^a   Hong, H P ^a   Lee, C S ^a  

^a UNIVERSITY OF WESTERN ONTARIO   (Canada)

Author keywords

Bouc wen model; Degradation; Park ang damage index; Peak ductility demand; Pinching

Indexed keywords

BOUC-WEN MODEL; DUCTILITY DEMANDS; EARTHQUAKE LOADINGS; HYSTERETIC BEHAVIOR; HYSTERETIC CURVE; PEAK DUCTILITY DEMAND; PINCHING; PREDICTION EQUATIONS; PROBABILISTIC CHARACTERISTICS; SDOF SYSTEM; SINGLE DEGREE OF FREEDOM SYSTEMS; STRUCTURAL SYSTEMS;

DAMAGE DETECTION; DAMPING; DEGRADATION; DUCTILITY; HYSTERESIS; PARKS; RELIABILITY ANALYSIS; STIFFNESS;

MATHEMATICAL MODELS;

EID: 70349229271     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632460802645098     Document Type: Article

References (24)

1. Akkar, S. and Bommer, J. J. [2006] Influence of long-period filter cut-off on elastic spectral displacements, Earthquake Engineering and Structural Dynamics 35(9), 1145-1165.
2. Applied Technology Council [2005] Improvement of nonlinear static seismic analysis procedures, Report No. FEMA-440, Washington, D. C.
3. Chopra, A. K. [2001] Dynamics of Structures: Theory and Applications to Earthquake Engineering, Prentice-Hall, Englewood Cliffs, NJ.
4. Chung, S. T. and Loh, C. H. [2002] Identification and verification of seismic demand from different hysteretic models, Journal of Earthquake Engineering 6(3), 331-355.
5. Ellingwood, B. R., Galambos, T. V., MacGregor, J. G., and Cornell, C. A. [1980] Development of a probability based load criterion for American national standard A58, National Bureau of Standards Special Publication No. 577, Washington, D.C.
6. Foliente, G. C. [1995] Hysteresis modeling of wood joints and structural systems, Journal of Structural Engineering 121(6), 1013-1022.
7. Goda, K. and Hong, H. P. [2006] Optimal seismic design for limited planning time horizon with detailed seismic hazard information, Structural Safety 28(3), 247-260.
8. Hong, H. P., Goda, K., and Davenport, A. G. [2006] Seismic hazard analysis: a comparative study, Canadian Journal of Civil Engineering 33(9), 1156-1171.
9. Hong, H. P. and Goda, K. [2007] Orientation-dependent ground-motion measure for seismichazard assessment, Bulletin of the Seismological Society of America 97(5), 1525-1538.
10. Hong, H. P. and Hong, P. [2007] Assessment of ductility demand and reliability of bilinear singledegree- of-freedom systems under earthquake loading, Canadian Journal of Civil Engineering 34(12), 1606-1615.
11. Ibarra, L. F. [2003] Global collapses of frame structures under seismic excitations, Ph.D. thesis, Dept. Civil and Environmental Eng., Stanford University, Stanford, CA.
12. Ma, F., Zhang, H., Bockstedte, A., Foliente, G. C. and Paevere, P. [2004] Parameter analysis of the differential model of hysteresis, Transactions of ASME 71(3), 342-349.
13. Marano, G. C. and Greco, R. [2006] Damage and ductility demand spectra assessment of hysteretic degrading systems subject to stochastic seismic loads, Journal of Earthquake Engineering 10(5), 615-640.
14. Montiel, M. A. and Ruiz, S. E. [2007] Influence of structural capacity uncertainty on seismic reliability of buildings under narrow-band motions, Earthquake Engineering and Structural Dynamics 36(13), 1915-1934.
15. Miranda, E. [2000] Inelastic displacement ratios for structures on firm sites, Journal of Structural Engineering 126(10), 1150-1159.
16. Park, Y. J. and Ang, A. H. S. [1985] Mechanistic seismic damage model for reinforced concrete, Journal of Structural Engineering 111(4), 722-739. (Pubitemid 15479195)
17. Park, Y. J., Ang, A. H. S., and Wen, Y. K. [1985] Seismic damage analysis of reinforced concrete buildings, Journal of Structural Engineering 111(4), 740-757. (Pubitemid 15479196)
18. Riddell, R., Garcia, J. E., and Garces, E. [2002] Inelastic deformation response of SDOF systems subjected to earthquakes, Earthquake Engineering and Structural Dynamics 31(3), 515-538.
19. Ruiz-Garcia, J. and Miranda, E. [2003] Inelastic displacement ratios for evaluation of existing structures, Earthquake Engineering and Structural Dynamics 32(8), 1237-1258.
20. Ruiz-Garcia, J. and Miranda, E. [2007] Probabilistic estimation of maximum inelastic displacement demands for performance-based design, Earthquake Engineering and Structural Dynamics 36(9), 1235-1254.
21. Shampine, L. F. and Reichelt, M. W. [1997] The MATLAB ODE suite, SIAM Journal of Scientific Computing 18(1), 1-22.
22. Tothong, P. and Cornell, C. A. [2006] An empirical ground-motion attenuation relation for inelastic spectral displacement, Bulletin of the Seismological Society of America 96(6), 2146-2164.
23. Vamvatsikos, D. and Cornell, C. A. [2006] Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA, Earthquake Engineering and Structural Dynamics 35(9), 1097-1117.
24. Wen, Y. K. [1976] Method for random vibration of hysteretic systems, Journal of Engineering Mechanics 102(2), 249-263.