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Volumn 36, Issue 3, 2000, Pages 215-233

Nonlinear finite element analyses of concrete bridge joint systems subjected to seismic actions

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; JOINTS (STRUCTURAL COMPONENTS); NONLINEAR EQUATIONS; STRAIN; STRUCTURAL ANALYSIS;

EID: 0343826129     PISSN: 0168874X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0168-874X(00)00034-2     Document Type: Article
Times cited : (29)

References (20)
  • 2
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    • Finite element analysis of reinforced concrete beams
    • Ngo D., Scordelis A.C. Finite element analysis of reinforced concrete beams. ACI J. 64:1967;152-163.
    • (1967) ACI J. , vol.64 , pp. 152-163
    • Ngo, D.1    Scordelis, A.C.2
  • 6
    • 0003401575 scopus 로고    scopus 로고
    • California: Doctoral Dissertation, Division of Structural Engineering, University of California at San Diego
    • Sritharan S. Analysis of concrete bridge joints subjected to seismic actions. 1998;Doctoral Dissertation, Division of Structural Engineering, University of California at San Diego, California.
    • (1998) Analysis of Concrete Bridge Joints Subjected to Seismic Actions
    • Sritharan, S.1
  • 9
    • 0012103927 scopus 로고
    • Santa Monica Viaduct retrofit - large-scale column-cap beam joint transverse test
    • University of California at San Diego, 1994
    • G.A. MacRae, M.J.N. Priestley, F. Seible, 1994, Santa Monica Viaduct retrofit - large-scale column-cap beam joint transverse test, Structural System Research Report TR-94/02, University of California at San Diego, 1994.
    • (1994) Structural System Research Report TR-94/02
    • MacRae, G.A.1    Priestley, M.J.N.2    Seible, F.3
  • 10
  • 11
    • 0032592656 scopus 로고    scopus 로고
    • Enhancing seismic performance of bridge cap beam/column joints using prestressing
    • Sritharan S., Priestley M.J.N., Seible F. Enhancing seismic performance of bridge cap beam/column joints using prestressing. PCI J. 44-4:1999;74-91.
    • (1999) PCI J. , vol.444 , pp. 74-91
    • Sritharan, S.1    Priestley, M.J.N.2    Seible, F.3
  • 13
    • 0024303654 scopus 로고
    • Nonlinear finite element analyses of reinforced concrete membranes
    • Vecchio F.J. Nonlinear finite element analyses of reinforced concrete membranes. ACI Struct. J. 86:1989;26-35.
    • (1989) ACI Struct. J. , vol.86 , pp. 26-35
    • Vecchio, F.J.1
  • 15
  • 16
    • 0024065683 scopus 로고
    • Theoretical stress-strain model for confined concrete
    • Mander J.B., Priestley M.J.N., Park R. Theoretical stress-strain model for confined concrete. ASCE J. Struct. Div. 114:1988;1804-1826.
    • (1988) ASCE J. Struct. Div. , vol.114 , pp. 1804-1826
    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3
  • 17
    • 49949129710 scopus 로고
    • Ultimate strength analysis of prestressed concrete pressure vessels
    • Rashid Y.R. Ultimate strength analysis of prestressed concrete pressure vessels. Nucl. Eng. Des. 7:1968;334-344.
    • (1968) Nucl. Eng. Des. , vol.7 , pp. 334-344
    • Rashid, Y.R.1
  • 18
    • 0029276721 scopus 로고
    • Model for predicting cyclic behavior of reinforcing steel
    • Dodd L.L., Restrepo-Posada J.I. Model for predicting cyclic behavior of reinforcing steel. ASCE J. Struct. Eng. 121:1995;433-445.
    • (1995) ASCE J. Struct. Eng. , vol.121 , pp. 433-445
    • Dodd, L.L.1    Restrepo-Posada, J.I.2
  • 20
    • 0032352475 scopus 로고    scopus 로고
    • Cyclic response of bridge knee joints with circular columns
    • Ingham J.M., Priestley M.J.N., Seible F. Cyclic response of bridge knee joints with circular columns. J. Earthquake Eng. 2:1998;357-390.
    • (1998) J. Earthquake Eng. , vol.2 , pp. 357-390
    • Ingham, J.M.1    Priestley, M.J.N.2    Seible, F.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.