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Volumn 12, Issue , 2006, Pages 7157-7166

Application of the specific barrier model to the seismic fragility assessment of critical facilities

Author keywords

[No Author keywords available]

Indexed keywords

CRITICAL FACILITIES; DAMPING SYSTEM; FRAGILITY CURVES; NON-STRUCTURAL COMPONENTS; NONSTRUCTURAL SYSTEMS; NUMERICAL STUDIES; PERFORMANCE OBJECTIVE; SEISMIC FRAGILITY; SEISMIC HAZARDS; SPECIFIC BARRIER MODEL; STEEL-FRAMED; STRONG GROUND MOTION; STRUCTURAL SYSTEMS; VISCOUS DAMPING;

EID: 84865846963     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (1)

References (7)
  • 1
    • 0038106416 scopus 로고    scopus 로고
    • Applied Technology Council (ATC), Federal Emergency Management Agency (FEMA 354), Washington D.C.
    • Applied Technology Council (ATC), 2000. NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency (FEMA 354), Washington D.C.
    • (2000) NEHRP Guidelines for the Seismic Rehabilitation of Buildings
  • 2
    • 0035413756 scopus 로고    scopus 로고
    • Performance evaluation of passive damping systems for the seismic retrofit of steel moment-resisting frames subjected to near-field ground motions
    • DOI 10.1193/1.1586183
    • Filiatrault, A., Tremblay, R., and Wanitkorkul, A., 2001. Performance Evaluation of Passive Damping Systems for the Seismic Retrofit of Steel Moment Resisting Frames Subjected to Near Field Ground Motions, Earthquake Spectra 17 (3), 427-456. (Pubitemid 33025545)
    • (2001) Earthquake Spectra , vol.17 , Issue.3 , pp. 427-456
    • Filiatrault, A.1    Tremblay, R.2    Wanitkorkul, A.3
  • 4
    • 84865835910 scopus 로고
    • International Conference of Building Officials (ICBO), Whittier, CA, Edition
    • International Conference of Building Officials (ICBO), 1970. Uniform Building Code, 1970 Edition, Whittier, CA.
    • (1970) Uniform Building Code, 1970
  • 5
    • 0000566756 scopus 로고
    • A Specific barrier model for the quantitative description of inhomogeneous faulting and the prediction of strong ground motion, part I: Description of the model
    • Papageorgiou, A.S. and Aki, K., 1983a. A Specific Barrier Model for the Quantitative Description of Inhomogeneous Faulting and the Prediction of Strong Ground Motion, Part I: Description of the Model, Bull. Seism. Soc. Am. 73, 693-722.
    • (1983) Bull. Seism. Soc. Am. , vol.73 , pp. 693-722
    • Papageorgiou, A.S.1    Aki, K.2
  • 6
    • 0000566757 scopus 로고
    • A specific barrier model for the quantitative description of inhomogeneous faulting and the prediction of strong ground motion, part ii: Applications of the model
    • Papageorgiou, A.S. and Aki, K., 1983b. A Specific Barrier Model for the Quantitative Description of Inhomogeneous Faulting and the Prediction of Strong Ground Motion, Part II: Applications of the Model, Bull. Seism. Soc. Am. 73, 953-978.
    • (1983) Bull. Seism. Soc. Am. , vol.73 , pp. 953-978
    • Papageorgiou, A.S.1    Aki, K.2
  • 7
    • 33845684457 scopus 로고    scopus 로고
    • Simulation of strong ground motions for seismic fragility evaluation of nonstructural components in hospitals
    • Multidisciplinary Center for Earthquake Engineering Research, University at Buffalo, State University of New York, Buffalo, NY
    • Wanitkorkul, A. and Filiatrault, A., 2005. Simulation of Strong Ground Motions for Seismic Fragility Evaluation of Nonstructural Components in Hospitals, Technical report MCEER-05-0005, Multidisciplinary Center for Earthquake Engineering Research, University at Buffalo, State University of New York, Buffalo, NY.
    • (2005) Technical Report MCEER-05-0005
    • Wanitkorkul, A.1    Filiatrault, A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.