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Volumn 33, Issue 8, 2004, Pages 951-979

Comparing the adequacy of alternative ground motion intensity measures for the estimation of structural responses

Author keywords

Ground motion intensity measures; Non linear dynamic analysis; Performance based earthquake engineering

Indexed keywords

DISPERSION (WAVES); EARTHQUAKES; PARAMETER ESTIMATION; PROBABILITY; UNCERTAIN SYSTEMS;

EID: 3042587107     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.386     Document Type: Article
Times cited : (212)

References (21)
  • 2
    • 0012073692 scopus 로고    scopus 로고
    • Structure-specific scalar intensity measure for near-source and ordinary earthquake ground motions
    • submitted
    • Luco N, Cornell CA. Structure-specific scalar intensity measure for near-source and ordinary earthquake ground motions. Earthquake Spectra 2001 (submitted).
    • (2001) Earthquake Spectra
    • Luco, N.1    Cornell, C.A.2
  • 6
    • 0030929096 scopus 로고    scopus 로고
    • Empirical response spectral attenuation relations for shallow crustal earthquakes
    • Abramhamson NA, Silva WJ. Empirical response spectral attenuation relations for shallow crustal earthquakes. Seismological Research Letters 1997; 68:94-127.
    • (1997) Seismological Research Letters , vol.68 , pp. 94-127
    • Abramhamson, N.A.1    Silva, W.J.2
  • 11
    • 33646006051 scopus 로고    scopus 로고
    • A framework for performance-based earthquake resistive design
    • Bertero. Berkeley, California
    • Hamburger RO. A Framework for Performance-Based Earthquake Resistive Design. EERC-Curee Symposium in Honor of Vitelmo V. Bertero. Berkeley, California, 1997.
    • (1997) EERC-Curee Symposium in Honor of Vitelmo V
    • Hamburger, R.O.1
  • 13
    • 85009309946 scopus 로고    scopus 로고
    • USGS national seismic hazard maps
    • USGS
    • USGS. USGS National Seismic Hazard Maps. United States Geological Survey, 2002 [http://geohazards.cr.usgs.gov/eq//].
    • (2002) United States Geological Survey
  • 18
    • 0010219343 scopus 로고    scopus 로고
    • Ph.D. Thesis, Department of Civil Engineering, Stanford University, Stanford, CA
    • Bazzurro P. Probabilistic Seismic Demand Analysis; Ph.D. Thesis, Department of Civil Engineering, Stanford University, Stanford, CA, 1998 [http://pitch.stanford.edu/rmsweb/Thesis/PaoloBazzurro.pdf].
    • (1998) Probabilistic Seismic Demand Analysis
    • Bazzurro, P.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.