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Volumn 24, Issue 1, 2008, Pages 319-341

Maximum spectral demands in the near-fault region

Author keywords

[No Author keywords available]

Indexed keywords

FAULTING; SEISMIC DESIGN;

EID: 48549106058     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.2830435     Document Type: Article
Times cited : (84)

References (11)
  • 2
    • 0030929096 scopus 로고    scopus 로고
    • Empirical response spectral attenuation relations for shallow crustal earthquakes
    • Abrahamson, N. A., and Silva, W. J., 1997. Empirical response spectral attenuation relations for shallow crustal earthquakes, Seismol. Res. Lett. 68, 94-127.
    • (1997) Seismol. Res. Lett , vol.68 , pp. 94-127
    • Abrahamson, N.A.1    Silva, W.J.2
  • 3
    • 0000927597 scopus 로고
    • A stable algorithm for regression analyses using the random effects model
    • Abrahamson, N. A., and Youngs, R. R., 1992. A stable algorithm for regression analyses using the random effects model, Bull. Seismol. Soc. Am. 82, 505-510.
    • (1992) Bull. Seismol. Soc. Am , vol.82 , pp. 505-510
    • Abrahamson, N.A.1    Youngs, R.R.2
  • 4
    • 33748074098 scopus 로고    scopus 로고
    • Relationships between median values and between aleatory variabilities for different definitions of the horizontal component of motion
    • Beyer, K., and Bommer, J. J., 2006. Relationships between median values and between aleatory variabilities for different definitions of the horizontal component of motion, Bull. Seismol. Soc. Am. 96, 1512-1522.
    • (2006) Bull. Seismol. Soc. Am , vol.96 , pp. 1512-1522
    • Beyer, K.1    Bommer, J.J.2
  • 5
    • 48549092394 scopus 로고    scopus 로고
    • Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01 s and 10.0 s
    • Boore, D. M., and Atkinson, G. M., 2008. Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01 s and 10.0 s, Earthquake Spectra 24, 99-138.
    • (2008) Earthquake Spectra , vol.24 , pp. 99-138
    • Boore, D.M.1    Atkinson, G.M.2
  • 7
    • 85127428643 scopus 로고    scopus 로고
    • Campbell, K. W., and Bozorgnia, Y., 2008. NGA ground motion model for the geometric mean horizontal component of PGA, PGV, PGD, and 5% damped linear elastic response spectra for periods ranging from 0.01 to 10 s, Earthquake Spectra 24, 139-171.
    • Campbell, K. W., and Bozorgnia, Y., 2008. NGA ground motion model for the geometric mean horizontal component of PGA, PGV, PGD, and 5% damped linear elastic response spectra for periods ranging from 0.01 to 10 s, Earthquake Spectra 24, 139-171.
  • 8
    • 48549085365 scopus 로고    scopus 로고
    • An NGA model for the average horizontal component of peak ground motion and response spectra
    • Chiou, B. S.-J., and Youngs, R. R., 2008. An NGA model for the average horizontal component of peak ground motion and response spectra, Earthquake Spectra 24, 173-215.
    • (2008) Earthquake Spectra , vol.24 , pp. 173-215
    • Chiou, B.S.-J.1    Youngs, R.R.2
  • 9
    • 0003611642 scopus 로고    scopus 로고
    • NEHRP recommended provisions for seismic regulations for new buildings and other structures: Provisions and Commentary
    • Federal Emergency Management Agency FEMA, Report No. 450-1 and 450-2, Washington, D.C
    • Federal Emergency Management Agency (FEMA), 2004. NEHRP recommended provisions for seismic regulations for new buildings and other structures: Provisions and Commentary, Report No. 450-1 and 450-2, Washington, D.C.
    • (2004)
  • 10
    • 29544449935 scopus 로고    scopus 로고
    • Comparing observed and predicted directivity in near-source ground motion
    • Howard, J. K., Tracy, C. A., and Burns, R. G., 2005, Comparing observed and predicted directivity in near-source ground motion, Earthquake Spectra 21, 1063-1092.
    • (2005) Earthquake Spectra , vol.21 , pp. 1063-1092
    • Howard, J.K.1    Tracy, C.A.2    Burns, R.G.3
  • 11
    • 0030923422 scopus 로고    scopus 로고
    • Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity
    • Somerville, P. G., Smith, N. F., and Graves, R. W., 1997. Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity, Seismol. Res. Lett. 68, 94-127.
    • (1997) Seismol. Res. Lett , vol.68 , pp. 94-127
    • Somerville, P.G.1    Smith, N.F.2    Graves, R.W.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.