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Volumn 15, Issue , 2006, Pages 8811-8820

Do scaled and spectrum-matched near-source records produce biased nonlinear structural responses?

Author keywords

[No Author keywords available]

Indexed keywords

BIAS AND VARIABILITY; EARTHQUAKE SCENARIO; FREQUENCY CONTENTS; NON-LINEAR RESPONSE; NONLINEAR STRUCTURAL RESPONSE; SCALING TENDS; SEISMIC HAZARDS; SPECTRUM-COMPATIBLE RECORDS; SPECTRUM-MATCHING; SYSTEMATIC BIAS; TARGET LEVELS; TARGET SPECTRUM;

EID: 84865855453     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (46)

References (7)
  • 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
    • 0346389153 scopus 로고    scopus 로고
    • Probabilistic seismic demand analysis: Spectrum matching and design
    • Reliability of Marine Structures Program, Stanford University, Stanford, California
    • Carballo, J.E., and C.A. Cornell, 2000. Probabilistic seismic demand analysis: Spectrum matching and design. Report No. RMS-41; Department of Civil and Environmental Engineering, Reliability of Marine Structures Program, Stanford University, Stanford, California.
    • (2000) Report No. RMS-41; Department of Civil and Environmental Engineering
    • Carballo, J.E.1    Cornell, C.A.2
  • 3
    • 84865839994 scopus 로고    scopus 로고
    • State of the art report on system performance of steel moment frames subject to ground shaking
    • FEMA, FEMA 355C Report, Washington, D.C
    • FEMA, 2000. State of the art report on system performance of steel moment frames subject to ground shaking, Federal Emergency Management Agency; FEMA 355C Report, Washington, D.C.
    • (2000) Federal Emergency Management Agency
  • 5
    • 84865849061 scopus 로고    scopus 로고
    • Inelastic structural responses to elastic-spectrum-matched and amplitude-scaled earthquake records
    • Submitted to
    • Luco, N., and P. Bazzurro, 2006. Inelastic Structural Responses to Elastic-Spectrum-Matched and Amplitude-Scaled Earthquake Records, Submitted to Earthquake Engineering and Structural Dynamics in 2005.
    • (2006) Earthquake Engineering and Structural Dynamics in 2005
    • Luco, N.1    Bazzurro, P.2
  • 6
    • 0009046177 scopus 로고
    • Development and application of realistic earthquake time histories compatible with multiple damping response spectra
    • Tokyo, Japan
    • Lilhanand, K, and W.S. Tseng, 1988. Development and application of realistic earthquake time histories compatible with multiple damping response spectra. Proceedings of the 9th World Conference on Earthquake Engineering, Tokyo, Japan, II, 819-824.
    • (1988) Proceedings of the 9th World Conference on Earthquake Engineering , vol.2 , pp. 819-824
    • Lilhanand, K.1    Tseng, W.S.2
  • 7
    • 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., Graves, R.W., and N.A. Abrahamson, 1997. Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity. Seismological Research Letters; 68(1): 199-222.
    • (1997) Seismological Research Letters , vol.68 , Issue.1 , pp. 199-222
    • Somerville, P.G.1    Smith, N.F.2    Graves, R.W.3    Abrahamson, N.A.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.