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Volumn 9, Issue , 2006, Pages 5061-5070

Damage potential of near-source ground motion records

Author keywords

[No Author keywords available]

Indexed keywords

ACCELEROGRAMS; DAMAGE POTENTIAL; ELASTIC PEAK; FUNDAMENTAL PERIOD; GROUND MOTION INTENSITY MEASURES; GROUND MOTIONS; LINEAR ELASTIC; NONSTATIONARY; RESPONSE ESTIMATES; RESPONSE VARIABILITY; SIGNAL CHARACTERISTIC; SINGLE-DEGREE-OF-FREEDOM; SPECIFIC YIELD; SPECTRAL ACCELERATION; SPECTRAL DISPLACEMENT; SPECTRAL VALUE; STRUCTURAL RESPONSE; STRUCTURAL VIBRATIONS; VELOCITY PULSE;

EID: 36849087207     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (10)

References (13)
  • 1
    • 84865856491 scopus 로고
    • Non-stationary spectral matching program RSPMATCH
    • Abrahamson, N.A., 1993. Non-stationary spectral matching program RSPMATCH. User Manual.
    • (1993) User Manual
    • Abrahamson, N.A.1
  • 2
    • 0012267509 scopus 로고    scopus 로고
    • Effects of near-fault ground motions on frame structures
    • Dept. of Civil Engrg., Stanford University, Stanford, CA
    • Alavi, B., and H. Krawinkler, 2001. Effects of near-fault ground motions on frame structures. Blume Center Rept. No.138; Dept. of Civil Engrg., Stanford University, Stanford, CA.
    • (2001) Blume Center Rept. No.138
    • Alavi, B.1    Krawinkler, H.2
  • 3
    • 0038653184 scopus 로고    scopus 로고
    • Vector-valued probabilistic seismic hazard analysis (VPSHA)
    • Boston, Massachusetts, Paper No. 61
    • Bazzurro, P, and C.A. Cornell, 2002. Vector-valued Probabilistic Seismic Hazard Analysis (VPSHA). Proc. of 7US NCEE, Boston, Massachusetts, Paper No. 61.
    • (2002) Proc. of 7US NCEE
    • Bazzurro, P.1    Cornell, C.A.2
  • 4
    • 84865855453 scopus 로고    scopus 로고
    • Do scaled and spectrum matched near-source records produce biased structural responses?
    • Paper No. 1209, San Francisco, CA, April 18-22
    • Bazzurro, P., and N. Luco, 2006a. Do scaled and spectrum matched near-source records produce biased structural responses?, Proc. of 8US NCEE, Paper No. 1209, San Francisco, CA, April 18-22.
    • (2006) Proc. of 8US NCEE
    • Bazzurro, P.1    Luco, N.2
  • 5
    • 84865839513 scopus 로고    scopus 로고
    • Beyond spectral quantities to improve structural response estimation
    • November, 2005
    • Bazzurro, P., and N. Luco, 2006b. Beyond spectral quantities to improve structural response estimation. Submitted to Earthquake Engineering and Structural Dynamics, November, 2005.
    • (2006) Earthquake Engineering and Structural Dynamics
    • Bazzurro, P.1    Luco, N.2
  • 8
    • 5444236478 scopus 로고    scopus 로고
    • The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis
    • Huang, N.E., et al., 1998. The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis. Proc. of the Royal Society of London, 454: 903-995.
    • (1998) Proc. of the Royal Society of London , vol.454 , pp. 903-995
    • Huang, N.E.1
  • 11
    • 84865839506 scopus 로고    scopus 로고
    • Near-field ground motion effects on short structures
    • Dept. of Civil Engrg., University of Washington, Seattle, WA
    • MacRae, G.A., and C.W., Roeder, 1999. Near-field ground motion effects on short structures. Report for the PG&E/PEER Program, Dept. of Civil Engrg., University of Washington, Seattle, WA.
    • (1999) Report for the PG & E/PEER Program
    • MacRae, G.A.1    Roeder, C.W.2
  • 12
    • 84865839002 scopus 로고
    • Impacts of earthquake strong-motion duration on inelastic structural response factors and on ground-motion damage potential
    • Sacramento, California
    • Sewell, R.T., 1993. Impacts of earthquake strong-motion duration on inelastic structural response factors and on ground-motion damage potential. RIE Report prepared for California Strong Motion Instrumentation Program (CSMIP); Sacramento, California.
    • (1993) RIE Report Prepared for California Strong Motion Instrumentation Program (CSMIP)
    • Sewell, R.T.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.