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Volumn 126, Issue 8, 2000, Pages 804-812

Multicomponent Model of Reinforced Concrete Joints for Cyclic Loading

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE BEAMS AND GIRDERS; DEGRADATION; FINITE ELEMENT METHOD; REINFORCED CONCRETE; CONCRETE REINFORCEMENTS; CYCLIC LOADS; JOINTS (STRUCTURAL COMPONENTS); MATHEMATICAL MODELS; STEEL; STRUCTURAL ANALYSIS;

EID: 0034249307     PISSN: 07339399     EISSN: 19437889     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2000)126:8(804)     Document Type: Article
Times cited : (21)

References (13)
  • 1
    • 85156207981 scopus 로고
    • Cyclic post-elastic behavior of critical regions of R.C. beam-column joints
    • Rotterdam, The Netherlands
    • Albanesi, S., and Biondi, S. (1992). "Cyclic post-elastic behavior of critical regions of R.C. beam-column joints." Proc., 10th World Conf. of Earthquake Engrg., Balkema, Rotterdam, The Netherlands.
    • (1992) Proc., 10th World Conf. of Earthquake Engrg., Balkema
    • Albanesi, S.1    Biondi, S.2
  • 6
    • 0032715731 scopus 로고    scopus 로고
    • Finite element implementation of a steel-concrete bond law for non-linear analysis of beam-column joints subjected to earthquake type loading
    • Fleury, F., Reynouard, J.-M., and Merabet, O. (1999). "Finite element implementation of a steel-concrete bond law for non-linear analysis of beam-column joints subjected to earthquake type loading." Struct. Engrg. and Mech., Int. J., 7(1), 35-52.
    • (1999) Struct. Engrg. and Mech., Int. J , vol.7 , Issue.1 , pp. 35-52
    • Fleury, F.1    Reynouard, J.-M.2    Merabet, O.3
  • 7
    • 85156201694 scopus 로고
    • Effect of bond and dowel action on shear capacity of RC beams
    • Rotterdam, The Netherlands
    • Kobayashi, K. (1992). "Effect of bond and dowel action on shear capacity of RC beams." Proc., 10th World Conf. of Earthquake Engrg., Balkema, Rotterdam, The Netherlands, 3101-3106.
    • (1992) Proc., 10th World Conf. of Earthquake Engrg., Balkema , pp. 3101-3106
    • Kobayashi, K.1
  • 8
    • 0025243895 scopus 로고
    • Shear strength and hysteretic behaviour of interior beam-column joints
    • Leon, R. T. (1990). "Shear strength and hysteretic behaviour of interior beam-column joints." ACI Struct. J., 87(1), 3-11.
    • (1990) ACI Struct. J , vol.87 , Issue.1 , pp. 3-11
    • Leon, R.T.1
  • 9
    • 85156223488 scopus 로고
    • Intégration d'un modele élastoplastique fissurable pour le béton dans le code Aster
    • INSA/1/943/001, Contract EDF/DER, EDF/SEPTEN, INSA, Lyon, France
    • Merabet, O., Djerroud, M., Heinfling, G., and Reynouard, J. M. (1995). "Intégration d'un modele élastoplastique fissurable pour le béton dans le code Aster." Rapport intermédiaire No. INSA/1/943/001, Contract EDF/DER, EDF/SEPTEN, INSA, Lyon, France.
    • (1995) Rapport intermédiaire
    • Merabet, O.1    Djerroud, M.2    Heinfling, G.3    Reynouard, J.M.4
  • 10
    • 0031140662 scopus 로고    scopus 로고
    • Finite element for anchored bars under cyclic load reversals
    • Monti, G., Filippou, F. C., and Spacone, E. (1997). "Finite element for anchored bars under cyclic load reversals." J. Struct. Engrg., ASCE, 123(5), 614-623.
    • (1997) J. Struct. Engrg., ASCE , vol.123 , Issue.5 , pp. 614-623
    • Monti, G.1    Filippou, F.C.2    Spacone, E.3
  • 11
    • 0024767264 scopus 로고
    • Equilibrium criteria for reinforced concrete beamcolumn joints
    • Pauley, T. (1989). "Equilibrium criteria for reinforced concrete beamcolumn joints." ACI Struct. J., 86(6), 635-643.
    • (1989) ACI Struct. J , vol.86 , Issue.6 , pp. 635-643
    • Pauley, T.1
  • 13
    • 0025464421 scopus 로고
    • Seismic resistance of frames with vertically distributed longitudinal reinforcement in beams
    • Wong, P. K., C., Priestley, M. J. N., and Park, R. (1990). "Seismic resistance of frames with vertically distributed longitudinal reinforcement in beams." ACI Struct. J., 87(4), 488-498.
    • (1990) ACI Struct. J , vol.87 , Issue.4 , pp. 488-498
    • Wong, P.K.C.1    Priestley, M.J.N.2    Park, R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.