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Volumn 12, Issue 3, 2008, Pages 456-472

Estimating the higher-mode response of ductile structures

Author keywords

Frame Wall Structure; Higher Modes; Modal Superposition; Period Lengthening; Transitory Inelastic Modes

Indexed keywords

ELASTICITY TESTING; MODAL ANALYSIS; NONLINEAR ANALYSIS; PARAMETER ESTIMATION; PROBLEM SOLVING;

EID: 41849130216     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632460701512399     Document Type: Article
Times cited : (68)

References (13)
  • 1
    • 0018470257 scopus 로고
    • Experimental study of frame-wall interaction in reinforced concrete structures subject to strong earthquake motions
    • University of Illinois at Urbana-Champagne, 386 pp
    • Abrams, D. P. and Sozen, M. A. [1979] Experimental study of frame-wall interaction in reinforced concrete structures subject to strong earthquake motions. Structural Research Series No. 460, University of Illinois at Urbana-Champagne, 386 pp.
    • (1979) Structural Research Series , vol.460
    • Abrams, D.P.1    Sozen, M.A.2
  • 3
    • 41849133265 scopus 로고    scopus 로고
    • CEN [1998]. Eurocode 8-Design Provisions for Earthquake Resistance of Structures, prEN-1998-1:200X, Revised Final PT Draft (preStage 49), Comite Europeen de Normalization, Brussels, Belgium.
    • CEN [1998]. Eurocode 8-Design Provisions for Earthquake Resistance of Structures, prEN-1998-1:200X, Revised Final PT Draft (preStage 49), Comite Europeen de Normalization, Brussels, Belgium.
  • 5
    • 0036498291 scopus 로고    scopus 로고
    • Chopra, A. K., and Goel, R. K. [2002] A. modal pushover analysis procedure for estimating seismic demands for buildings. Earthquake Engineering Structural Dynamics, 31(3), 561-582.
    • Chopra, A. K., and Goel, R. K. [2002] A. modal pushover analysis procedure for estimating seismic demands for buildings. Earthquake Engineering Structural Dynamics, 31(3), 561-582.
  • 7
    • 0016342491 scopus 로고
    • Inelastic response of reinforced concrete structures to earthquake motions
    • Gulkan, P. and Sozen, M. [1974] Inelastic response of reinforced concrete structures to earthquake motions. ACI Journal 71(12), 604-610.
    • (1974) ACI Journal , vol.71 , Issue.12 , pp. 604-610
    • Gulkan, P.1    Sozen, M.2
  • 9
    • 0003826055 scopus 로고    scopus 로고
    • ICC, International Code Council
    • ICC [2003]. International Building Code, International Code Council,
    • (2003) International Building Code
  • 10
    • 1542335740 scopus 로고    scopus 로고
    • Does capacity design do the job? An examination of higher mode effects in cantilever walls
    • Priestley, M. J. N. [2003a] Does capacity design do the job? An examination of higher mode effects in cantilever walls. Bulletin of NZ National Society for Earthquake Engineering 36(4).
    • (2003) Bulletin of NZ National Society for Earthquake Engineering , vol.36 , Issue.4
    • Priestley, M.J.N.1
  • 12
    • 29344452034 scopus 로고    scopus 로고
    • Dynamic amplification of seismic moments and shears in cantilever walls
    • European School for Advanced Studies in Reduction of Seismic Risk, No. ROSE-2002/01, Pavia, Italy
    • Priestley, M. J. N. and Amaris, A. D. [2002] Dynamic amplification of seismic moments and shears in cantilever walls. European School for Advanced Studies in Reduction of Seismic Risk. Research Report No. ROSE-2002/01, Pavia, Italy.
    • (2002) Research Report
    • Priestley, M.J.N.1    Amaris, A.D.2
  • 13
    • 70349301237 scopus 로고    scopus 로고
    • Seismic design of frame-wall structures
    • 2006/02, IUSS Press, Pavia, Italy
    • Sullivan, T. J., Priestley, M. J. N., and Calvi, G. M. [2006] Seismic design of frame-wall structures. Research Report ROSE 2006/02, IUSS Press, Pavia, Italy.
    • (2006) Research Report ROSE
    • Sullivan, T.J.1    Priestley, M.J.N.2    Calvi, G.M.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.