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Volumn 126, Issue 6, 2000, Pages 654-661

Reinforced concrete fiber beam element with bond-slip

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EID: 0001768084     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:6(654)     Document Type: Article
Times cited : (157)

References (11)
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    • Earthquake Engrg. Res. Ctr., University of California, Berkeley, Richmond, Calif.
    • Eligehausen, R., Popov, E. P., and Bertero, V. V. (1983). "Local bond stress-slip relationships of deformed bars under generalized excitations: Experimental results and analytical model." EERC Rep. 83-23, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Richmond, Calif.
    • (1983) EERC Rep. 83-23
    • Eligehausen, R.1    Popov, E.P.2    Bertero, V.V.3
  • 2
    • 0000180064 scopus 로고
    • Finite element models for bond problems
    • ASCE
    • Keuser, M., and Mehlhorn, G. (1987). "Finite element models for bond problems." J. Struct. Engrg., ASCE, 113(10), 2160-2173.
    • (1987) J. Struct. Engrg. , vol.113 , Issue.10 , pp. 2160-2173
    • Keuser, M.1    Mehlhorn, G.2
  • 3
    • 0002552541 scopus 로고
    • Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and nonelastic behavior of elements under combined normal force and bending
    • International Association for Bridge and Structural Engineering, Zurich
    • Menegotto, M., and Pinto, P. E. (1973). "Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and nonelastic behavior of elements under combined normal force and bending." Proc., IABSE Symp. on Resistance and Ultimate Deformability of Struct. Acted on by Well-Defined Repeated Loads, International Association for Bridge and Structural Engineering, Zurich, 112-123.
    • (1973) Proc., IABSE Symp. on Resistance and Ultimate Deformability of Struct. Acted on by Well-Defined Repeated Loads , pp. 112-123
    • Menegotto, M.1    Pinto, P.E.2
  • 4
    • 0031140662 scopus 로고    scopus 로고
    • Finite element for anchored bars under cyclic load reversals
    • ASCE
    • Monti, G., Filippou, F. C., and Spacone, E. (1997a). "Finite element for anchored bars under cyclic load reversals." J. Struct. Engrg., ASCE, 123(5), 614-623.
    • (1997) J. Struct. Engrg. , vol.123 , Issue.5 , pp. 614-623
    • Monti, G.1    Filippou, F.C.2    Spacone, E.3
  • 5
    • 0031144990 scopus 로고    scopus 로고
    • Analysis of hysteretic behavior of anchored reinforcing bars
    • Monti, G., Filippou, F. C., and Spacone, E. (1997b). "Analysis of hysteretic behavior of anchored reinforcing bars." ACI Struct. J., 94(3), 248-261.
    • (1997) ACI Struct. J. , vol.94 , Issue.3 , pp. 248-261
    • Monti, G.1    Filippou, F.C.2    Spacone, E.3
  • 6
    • 0031188073 scopus 로고    scopus 로고
    • Evaluation of nonlinear frame finite-element models
    • ASCE
    • Neuenhofer, A., and Filippou, F. C. (1997). "Evaluation of nonlinear frame finite-element models." J. Struct. Engrg., ASCE, 123(7), 958-966.
    • (1997) J. Struct. Engrg. , vol.123 , Issue.7 , pp. 958-966
    • Neuenhofer, A.1    Filippou, F.C.2
  • 8
    • 0030285619 scopus 로고    scopus 로고
    • Seismic strengthening of circular bridge pier models with fibre composites
    • Saadatmanesh, H., Ehsani, M. R., and Jin, L. (1996). "Seismic strengthening of circular bridge pier models with fibre composites." ACI Struct. J., 93(6), 639-647.
    • (1996) ACI Struct. J. , vol.93 , Issue.6 , pp. 639-647
    • Saadatmanesh, H.1    Ehsani, M.R.2    Jin, L.3
  • 9
    • 0030186081 scopus 로고    scopus 로고
    • Fibre beam-column model for nonlinear analysis of R/C frames. Part I: Formulation
    • Spacone, E., Filippou, F. C., and Taucer, F. F. (1996a). "Fibre beam-column model for nonlinear analysis of R/C frames. Part I: Formulation." Earthquake Engrg. and Struct. Dyn., 25, 711-725.
    • (1996) Earthquake Engrg. and Struct. Dyn. , vol.25 , pp. 711-725
    • Spacone, E.1    Filippou, F.C.2    Taucer, F.F.3
  • 10
    • 0030186081 scopus 로고    scopus 로고
    • Fibre beam-column model for nonlinear analysis of R/C frames. Part I: Applications
    • Spacone, E., Filippou, F. C., and Taucer, F. F. (1996b). "Fibre beam-column model for nonlinear analysis of R/C frames. Part I: Applications." Earthquake Engrg. and Srruct. Dyn., 25, 727-742.
    • (1996) Earthquake Engrg. and Srruct. Dyn. , vol.25 , pp. 727-742
    • Spacone, E.1    Filippou, F.C.2    Taucer, F.F.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.