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Volumn 81, Issue 3, 2003, Pages 153-165

Nonlinear seismic response evaluation of tunnel form building structures

Author keywords

Capacity spectrum method; Finite elements; Nonlinear analysis; Pushover analysis; Shear wall; Torsion

Indexed keywords

DAMPING; EARTHQUAKES; FINITE ELEMENT METHOD; NONLINEAR SYSTEMS; SHEAR WALLS; SPECTRUM ANALYSIS; TORSIONAL STRESS;

EID: 0037299617     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(02)00434-0     Document Type: Article
Times cited : (38)

References (21)
  • 3
    • 0012536717 scopus 로고
    • Finite element analysis of prestressed and reinforced concrete structures
    • El-Mezaini N., Citipitioglu E. Finite element analysis of prestressed and reinforced concrete structures. J. Struct. Engng., ASCE. 117(10):1991;2851-2864.
    • (1991) J. Struct. Engng., ASCE , vol.117 , Issue.10 , pp. 2851-2864
    • El-Mezaini, N.1    Citipitioglu, E.2
  • 4
    • 0012594322 scopus 로고
    • Nonlinear 3-D behavior of shear wall dominant RC building structures
    • Balkaya C., Schnobrich W.C. Nonlinear 3-D behavior of shear wall dominant RC building structures. Struct. Engng. Mech. 1(1):1993;1-16.
    • (1993) Struct. Engng. Mech. , vol.1 , Issue.1 , pp. 1-16
    • Balkaya, C.1    Schnobrich, W.C.2
  • 5
    • 0021604726 scopus 로고
    • The application of the rotating crack model to the analysis of reinforced concrete shells
    • Milford R.V., Schnobrich W.C. The application of the rotating crack model to the analysis of reinforced concrete shells. Comput. Struct. 20:1985;225-234.
    • (1985) Comput. Struct. , vol.20 , pp. 225-234
    • Milford, R.V.1    Schnobrich, W.C.2
  • 6
    • 10244268085 scopus 로고    scopus 로고
    • Effects of creep and shrinkage on the behavior of reinforced concrete gable roof hyperbolic-paraboloids
    • University of Illinois at Urbana-Champaign
    • Gallegos-Cezares S, Schnobrich WC. Effects of creep and shrinkage on the behavior of reinforced concrete gable roof hyperbolic-paraboloids. Struct Res Ser 1998;543, University of Illinois at Urbana-Champaign.
    • (1998) Struct Res Ser , pp. 543
    • Gallegos-Cezares, S.1    Schnobrich, W.C.2
  • 7
    • 0019667272 scopus 로고
    • Material modeling of reinforced concrete
    • Introductory Report
    • Gerstle KH. Material modeling of reinforced concrete. IABSE Colloquium DELF, Introductory Report 1981;33:41-61.
    • (1981) IABSE Colloquium DELF , vol.33 , pp. 41-61
    • Gerstle, K.H.1
  • 10
    • 0021476927 scopus 로고
    • Cracking in reinforced concrete analysis
    • Gupta A.K., Akbar H. Cracking in reinforced concrete analysis. J. Struct. Engng., ASCE. 110(8):1984;1735-1746.
    • (1984) J. Struct. Engng., ASCE , vol.110 , Issue.8 , pp. 1735-1746
    • Gupta, A.K.1    Akbar, H.2
  • 11
    • 0022675983 scopus 로고
    • The modified compression-field theory for reinforced concrete elements subjected to shear
    • Vecchio F.J., Collins M.P. The modified compression-field theory for reinforced concrete elements subjected to shear. ACI Struct. J. 83(2):1986;219-231.
    • (1986) ACI Struct. J. , vol.83 , Issue.2 , pp. 219-231
    • Vecchio, F.J.1    Collins, M.P.2
  • 12
    • 0004266560 scopus 로고    scopus 로고
    • Applied Technology Council. Report No: ATC-40: Redwood, CA, November
    • Applied Technology Council. Seismic evaluation and retrofit of concrete buildings, Report No: ATC-40: Redwood, CA, November 1996.
    • (1996) Seismic Evaluation and Retrofit of Concrete Buildings
  • 13
    • 0029669335 scopus 로고    scopus 로고
    • The N2 method for the seismic damage analysis of RC buildings
    • Fajfar P., Gaspersic P. The N2 method for the seismic damage analysis of RC buildings. Earthquake Engng. Struct. Dyn. 25:1996;31-46.
    • (1996) Earthquake Engng. Struct. Dyn. , vol.25 , pp. 31-46
    • Fajfar, P.1    Gaspersic, P.2
  • 14
    • 0030787720 scopus 로고    scopus 로고
    • Seismic performance and retrofit evaluation of reinforced concrete structures
    • Bracci J.M., Kunnath S.K., Reinhorn A.M. Seismic performance and retrofit evaluation of reinforced concrete structures. J. Struct. Engng., ASCE. 123(1):1997;3-10.
    • (1997) J. Struct. Engng., ASCE , vol.123 , Issue.1 , pp. 3-10
    • Bracci, J.M.1    Kunnath, S.K.2    Reinhorn, A.M.3
  • 15
    • 0035342657 scopus 로고    scopus 로고
    • Static pushover versus dynamic collapse analysis of RC buildings
    • Mwayf A.M., Elnashai A.S. Static pushover versus dynamic collapse analysis of RC buildings. Engng. Struct. 23:2001;407-424.
    • (2001) Engng. Struct. , vol.23 , pp. 407-424
    • Mwayf, A.M.1    Elnashai, A.S.2
  • 16
    • 0032040715 scopus 로고    scopus 로고
    • Pros and cons of a pushover analysis of seismic performance evaluation
    • Krawinkler H., Seneviratna G.D.P.K. Pros and cons of a pushover analysis of seismic performance evaluation. Engng. Struct. 20:1998;452-464.
    • (1998) Engng. Struct. , vol.20 , pp. 452-464
    • Krawinkler, H.1    Seneviratna, G.D.P.K.2
  • 17
    • 0000996316 scopus 로고    scopus 로고
    • Pushover procedure for seismic analysis of buildings
    • Tso W.K., Moghadam A.S. Pushover procedure for seismic analysis of buildings. Progr. Struct. Engng. Mater. 1(3):1998;337-344.
    • (1998) Progr. Struct. Engng. Mater. , vol.1 , Issue.3 , pp. 337-344
    • Tso, W.K.1    Moghadam, A.S.2
  • 19
    • 0037523305 scopus 로고    scopus 로고
    • Estimation of fundamental periods of shear wall dominant building structures
    • in press
    • Balkaya C, Kalkan E. Estimation of fundamental periods of shear wall dominant building structures. Earthquake Engng Struct Dyn, in press.
    • Earthquake Engng. Struct. Dyn.
    • Balkaya, C.1    Kalkan, E.2
  • 21
    • 0012484191 scopus 로고    scopus 로고
    • Three-dimensional effects on openings of laterally loaded pierced shear walls
    • in review
    • Balkaya C, Kalkan E. Three-dimensional effects on openings of laterally loaded pierced shear walls. J Struct Engng, ASCE, in review.
    • J. Struct. Engng., ASCE
    • Balkaya, C.1    Kalkan, E.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.