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Volumn 21, Issue 3, 2005, Pages 685-713

Record selection for nonlinear seismic analysis of structures

Author keywords

[No Author keywords available]

Indexed keywords

DEGREES OF FREEDOM (MECHANICS); EARTHQUAKES; MODEL STRUCTURES; STATISTICAL TESTS;

EID: 24144475063     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1990199     Document Type: Article
Times cited : (232)

References (20)
  • 1
    • 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 (1), 94-127.
    • (1997) Seismol. Res. Lett. , vol.68 , Issue.1 , pp. 94-127
    • Abrahamson, N.A.1    Silva, W.J.2
  • 2
    • 0028669728 scopus 로고
    • Seismic hazard analysis of nonlinear structures. I: Methodology
    • Bazzurro, P., and Cornell, C. A., 1994a, Seismic hazard analysis of nonlinear structures. I: Methodology, J. Struct. Eng. 120, 3325-3344.
    • (1994) J. Struct. Eng. , vol.120 , pp. 3325-3344
    • Bazzurro, P.1    Cornell, C.A.2
  • 3
    • 0028669732 scopus 로고
    • Seismic hazard analysis of nonlinear structures. II: Applications
    • Bazzurro, P., and Cornell, C. A., 1994b, Seismic hazard analysis of nonlinear structures. II: Applications, J. Struct. Eng. 120, 3345-3365.
    • (1994) J. Struct. Eng. , vol.120 , pp. 3345-3365
    • Bazzurro, P.1    Cornell, C.A.2
  • 5
    • 0346389153 scopus 로고    scopus 로고
    • Probabilistic Seismic Demand Analysis: Spectrum Matching and Design
    • Ph.D. thesis, Dept. of Civil and Environmental Engineering, Stanford University, Stanford, CA
    • Carballo Arévalo, J. E., 2000. Probabilistic Seismic Demand Analysis: Spectrum Matching and Design, Ph.D. thesis, Dept. of Civil and Environmental Engineering, Stanford University, Stanford, CA. (http://www.stanford.edu/group/rms/)
    • (2000)
    • Carballo Arévalo, J.E.1
  • 6
    • 0036575152 scopus 로고    scopus 로고
    • Modeling of steel moment frames for seismic loads
    • Foutch, D. A., and Shi, S., 2002. Modeling of steel moment frames for seismic loads, J. Constr. Steel Res. 58 (5-8).
    • (2002) J. Constr. Steel Res. , vol.58 , Issue.5-8
    • Foutch, D.A.1    Shi, S.2
  • 7
    • 0003925406 scopus 로고    scopus 로고
    • Seismic Demands for Performance Evaluation of Steel Moment Resisting Frame Structures (SAC Task 5.4.3)
    • Report No. 132, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA
    • Gupta, A., and Krawinkler, H., 1999. Seismic Demands for Performance Evaluation of Steel Moment Resisting Frame Structures (SAC Task 5.4.3), Report No. 132, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA.
    • (1999)
    • Gupta, A.1    Krawinkler, H.2
  • 8
    • 10444243651 scopus 로고    scopus 로고
    • Record Selection for Nonlinear Seismic Analysis of Structures
    • M.Sc. thesis, ROSE School, Institute for Advanced Study, University of Pavia, Italy
    • Iervolino, I., 2004. Record Selection for Nonlinear Seismic Analysis of Structures, M.Sc. thesis, ROSE School, Institute for Advanced Study, University of Pavia, Italy. (http://www.roseschool.it/files/ research-students-MD2004-iervolino.htm) http://www.roseschool.it/files/ research-students-MD2004-iervolino.htm
    • (2004)
    • Iervolino, I.1
  • 9
    • 0003826055 scopus 로고    scopus 로고
    • International Code Council, Inc. (ICC), Falls Church, VA
    • International Code Council, Inc. (ICC), 2000. International Building Code, Falls Church, VA.
    • (2000) International Building Code
  • 10
    • 3042587133 scopus 로고    scopus 로고
    • Direct Probabilistic Seismic Analysis: Implementing Non-Linear Dynamic Assessments
    • Ph.D. thesis, Dept. of Civil and Environmental Engineering, Stanford University, Stanford, CA
    • Jalayer, F., 2003. Direct Probabilistic Seismic Analysis: Implementing Non-Linear Dynamic Assessments, Ph.D. thesis, Dept. of Civil and Environmental Engineering, Stanford University, Stanford, CA. (http://www.stanford.edu/group/rms/)
    • (2003)
    • Jalayer, F.1
  • 12
    • 0012315388 scopus 로고    scopus 로고
    • Probabilistic Seismic Demand Analysis, SMRF Connection Fractures, and Near-Source Effect
    • Ph.D. thesis, Dept. of Civil and Environmental Engineering, Stanford University, Stanford, CA
    • Luco, N., 2002. Probabilistic Seismic Demand Analysis, SMRF Connection Fractures, and Near-Source Effect, Ph.D. thesis, Dept. of Civil and Environmental Engineering, Stanford University, Stanford, CA. (http://www.stanford.edu/group/rms/)
    • (2002)
    • Luco, N.1
  • 13
    • 0033703921 scopus 로고    scopus 로고
    • Effects of connection fractures on SMRF seismic drift demands
    • Luco, N., and Cornell, C. A., 2000. Effects of connection fractures on SMRF seismic drift demands, J. Struct. Eng. 126 (1).
    • (2000) J. Struct. Eng. , vol.126 , Issue.1
    • Luco, N.1    Cornell, C.A.2
  • 14
    • 0029540188 scopus 로고
    • Probabilistic seismic hazard analysis and design earthquakes: Closing the loop
    • McGuire, R. K., 1995. Probabilistic seismic hazard analysis and design earthquakes: Closing the loop, Bull. Seismol. Soc. Am. 85 (5).
    • (1995) Bull. Seismol. Soc. Am. , vol.85 , Issue.5
    • McGuire, R.K.1
  • 15
    • 23044497305 scopus 로고    scopus 로고
    • Seismic Demands for Nondeteriorating Frame Structures and their Dependence on Ground Motion
    • Ph.D. thesis, Dept. of Civil and Environmental Engineering, Stanford University, Stanford, CA
    • Medina, R. A., 2002. Seismic Demands for Nondeteriorating Frame Structures and their Dependence on Ground Motion. Ph.D. thesis, Dept. of Civil and Environmental Engineering, Stanford University, Stanford, CA.
    • (2002)
    • Medina, R.A.1
  • 17
    • 0003936224 scopus 로고    scopus 로고
    • Probabilistic Seismic Demand Analysis of Nonlinear Structures
    • Ph.D. thesis, Dept. of Civil and Environmental Engineering, Stanford University, Stanford, CA
    • Shome, N., 1999. Probabilistic Seismic Demand Analysis of Nonlinear Structures, Ph.D. thesis, Dept. of Civil and Environmental Engineering, Stanford University, Stanford, CA. (http://www.stanford.edu/group/rms/)
    • (1999)
    • Shome, N.1
  • 20
    • 33645584062 scopus 로고    scopus 로고
    • Van Nuys Testbed Committee, PEER Performance-Based Earthquake Engineering Methodology: Structural and Architectural Aspects, Pacific Earthquake Engineering Research Center University of California, Berkeley
    • Van Nuys Testbed Committee, 2002. PEER Performance-Based Earthquake Engineering Methodology: Structural and Architectural Aspects, Pacific Earthquake Engineering Research Center University of California, Berkeley. (http://www.peertestbeds.net)
    • (2002)


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.