Inelastic-strength spectra in probabilistic seismic-hazard analysis

Bulletin of the Seismological Society of America

Volumn 97, Issue 6, 2007, Pages 2171-2181

  Arroyo, Danny ^a   Ordaz, Mario ^b  

^a UNIVERSIDAD AUTÓNOMA METROPOLITANA AZCAPOTZALCO   (Mexico)

^b UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO   (Mexico)

Author keywords

[No Author keywords available]

Indexed keywords

CURVE FITTING; DEGREES OF FREEDOM (MECHANICS); PROBABILITY; SPECTRUM ANALYSIS; STATISTICAL METHODS;

INELASTIC-STRENGTH SPECTRA; LOGARITHM; SEISMIC-HAZARD ANALYSIS; STANDARD DEVIATION;

SEISMOLOGY;

GROUND MOTION; HAZARD ASSESSMENT; PROBABILITY; SEISMIC HAZARD;

EID: 38349139817     PISSN: 00371106     EISSN: None     Source Type: Journal    
DOI: 10.1785/0120060248     Document Type: Article

References (21)

1. Arroyo, D., and A. Terán (2003). Strength reduction factors for ductile structures with passive energy dissipating devices, J. Earthq. Eng. 7, no. 2, 297-325.
2. Baker, J. W., and A. C. Cornell (2005). A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon, Int. J. Earthq. Eng. Struct. Dyn. 34, 1193-1217.
3. Bazurro, P., and A. C. Cornell (2002). Vector-valued probabilistic seismic hazard analysis (VPSHA), Proc. of the 7th U.S. National Conference on Earthquake Engineering, Boston.
4. Bazurro, P., and A. C. Cornell (2004). Nonlinear soil-site effects in probabilistic seismic-hazard analysis, Bull. Seismol. Soc. Am. 94, 2110-2123.
5. Boore, D. M., and J. J. Bommer (2005). Processing of strong-motion accelerograms: needs, options and consequences, Soil Dyn. Earthq. Eng. 25, 93-115.
6. Cornell, C. A. (1996). Calculating building seismic performance reliability: a basis for multi-level design norms, in Proc. of the 11th World Conference on Earthquake Engineering, Acapulco, México, Paper No. 2122.
7. Cramer, C. H. (2003). Site-specific seismic-hazard analysis that is completely probabilistic, Bull. Seismol. Soc. Am. 93, 1841-1846.
8. Cramer, C. H. (2005). Erratum: Site-specific seismic-hazard analysis that is completely probabilistic, Bull. Seismol. Soc. Am. 95, 2026.
9. Faccioli, E., R. Paolucci, and J. Rey (2004). Displacement spectra for long periods, Earthq. Spectra 20, no. 2, 347-376.
10. Kohrs-Sansorny, C., F. Courboulex, M. Bour, and A. Deschamps (2005). A two-stage method for ground motion simulation using stochastic summation of small earthquakes, Bull. Seismol. Soc. Am. 95, 1387-1400.
11. Miranda, E. (1993). Site-dependent strength reduction factors, J. Struct. Eng. 119, no. 12, 3503-3519.
12. Miranda, E. (2000). Inelastic displacement ratios for structures on firm sites, J. Struct. Eng. 126, no. 10, 1150-1159.
13. Nassar, A., and H. Krawinkler (1991). Report N95, Seismic demands for SDOF and MDOF systems, The John A. Blume Earthquake Engineering Center, Stanford University.
14. Ordaz, M., and L. E. Pérez-Rocha (1998). Estimation of strength reduction factors for elasto-plastic systems: a new approach, Earthq. Eng. Struct. Dyn. 27, 889-901.
15. Ordaz, M., J. Arboleda, and S. K. Singh (1995). A scheme of random summation of an empirical Green's function to estimate ground motions from future large earthquakes, Bull. Seismol. Soc. Am. 85, 1635-1647.
16. Ordaz, M., J. M. Jara, and S. K. Singh (1989). Report No. 8782/9745, Seismic hazard analysis and design spectra for Guerrero zone, Instituto de Ingenieria, UNAM (in Spanish).
17. Ruiz, J., and E. Miranda (2004). Inelastic ratios for design of structures on soft soils sites, J. Struct. Eng. 130, no. 12, 2051-2061.
18. Tothong, P., and A. C. Cornell (2006). An empirical ground-motion attenuation relation for inelastic spectral displacement, Bull. Seismol. Soc. Am. 96, 2146-2164.
19. Tromans, I. J., and J. J. Bommer (2002). The attenuation of strong-motion peaks in Europe, in Proc. of the 12th European Conference on Earthquake Engineering, London, UK, Paper No. 394.
20. Tsai, C. P. (2000). Probabilistic seismic hazard analysis considering nonlinear site effect, Bull. Seismol. Soc. Am. 90, 66-72.
21. Wu, J., and R. D. Hanson (1989). Study of inelastic spectra with high damping, J. Struct. Eng. 115, no. 6, 1412-1431.