메뉴 건너뛰기




Volumn 21, Issue 2, 2005, Pages 415-439

Strength demand issues relevant for the seismic design of moment-resisting frames

Author keywords

[No Author keywords available]

Indexed keywords

COLUMNS (STRUCTURAL); MATHEMATICAL MODELS; SHEAR STRENGTH; STRUCTURAL DESIGN; STRUCTURAL FRAMES;

EID: 20544472387     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1896958     Document Type: Article
Times cited : (44)

References (15)
  • 2
    • 20544432164 scopus 로고    scopus 로고
    • Large displacements of elastic-plastic frames exposed to pulse-type ground motions
    • Elsevier Science, CD-ROM paper, Toronto, Canada
    • Adam, C., and Krawinkler, H., 2003. Large displacements of elastic-plastic frames exposed to pulse-type ground motions, Proceedings of Response of Structures to Extreme Loading, Elsevier Science, CD-ROM paper, Toronto, Canada, 8 pp.
    • (2003) Proceedings of Response of Structures to Extreme Loading , pp. 8
    • Adam, C.1    Krawinkler, H.2
  • 4
    • 0042741041 scopus 로고    scopus 로고
    • A more rational approach to capacity design of seismic moment frame columns
    • Bondy, K. D., 1996. A more rational approach to capacity design of seismic moment frame columns, Earthquake Spectra, 12 (3), 395-406.
    • (1996) Earthquake Spectra , vol.12 , Issue.3 , pp. 395-406
    • Bondy, K.D.1
  • 6
    • 20544438758 scopus 로고    scopus 로고
    • Global Collapse of Frame Structures under Seismic Excitations
    • Ph.D. dissertation, submitted to the Department of Civil and Environmental Engineering, Stanford University, Stanford, CA
    • Ibarra, L., 2003. Global Collapse of Frame Structures under Seismic Excitations, Ph.D. dissertation, submitted to the Department of Civil and Environmental Engineering, Stanford University, Stanford, CA.
    • (2003)
    • Ibarra, L.1
  • 7
    • 0003826055 scopus 로고    scopus 로고
    • International Code Council (ICC), Falls Church, VA
    • International Code Council (ICC), 2003. International Building Code, Falls Church, VA.
    • (2003) International Building Code
  • 11
    • 0343704817 scopus 로고    scopus 로고
    • Column-to-beam strength ratio required for ensuring beam-collapse mechanisms in earthquake responses of steel moment frames
    • New Zealand Society for Earthquake Engineering, paper No. 1109, Auckland, New Zealand
    • Nakashima, M., and Sawaizumi, S., 2000. Column-to-beam strength ratio required for ensuring beam-collapse mechanisms in earthquake responses of steel moment frames, Proceedings, 12th World Conference on Earthquake Engineering, New Zealand Society for Earthquake Engineering, paper No. 1109, Auckland, New Zealand, 8 pp.
    • (2000) Proceedings, 12th World Conference on Earthquake Engineering , pp. 8
    • Nakashima, M.1    Sawaizumi, S.2
  • 12
    • 0003816497 scopus 로고
    • Stanford University, Stanford, CA, John A. Blume Earthquake Engineering Center Report No. 95
    • Nassar, A., and Krawinkler, H., 1991. Seismic Demands for SDOF and MDOF Systems, John A. Blume Earthquake Engineering Center Report No. 95, Stanford University, Stanford, CA.
    • (1991) Seismic Demands for SDOF and MDOF Systems
    • Nassar, A.1    Krawinkler, H.2
  • 13
    • 0022680489 scopus 로고
    • A critique of the special provisions for seismic design of the building code requirements for reinforced concrete (ACI 318-83)
    • Paulay, T., 1986. A critique of the special provisions for seismic design of the building code requirements for reinforced concrete (ACI 318-83), ACI J. 83 (2), 274-283.
    • (1986) ACI J. , vol.83 , Issue.2 , pp. 274-283
    • Paulay, T.1
  • 14
    • 0027788362 scopus 로고
    • Seismic behavior of moment-resisting steel frames: Analytical study
    • Roeder, C. W., Schneider, S. E, and Carpenter, J. E., 1993. Seismic behavior of moment-resisting steel frames: Analytical study, J. Struct. Eng. 199 (6), 1856-1884.
    • (1993) J. Struct. Eng. , vol.199 , Issue.6 , pp. 1856-1884
    • Roeder, C.W.1    Schneider, S.E.2    Carpenter, J.E.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.