메뉴 건너뛰기




Volumn 127, Issue 2, 2001, Pages 194-202

Inelastic analysis of steel frames with composite beams

Author keywords

[No Author keywords available]

Indexed keywords

COMPOSITE BEAMS AND GIRDERS; GRAVITATIONAL EFFECTS; MATHEMATICAL MODELS; STEEL STRUCTURES; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

EID: 0035253020     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:2(194)     Document Type: Article
Times cited : (65)

References (30)
  • 2
    • 0025544435 scopus 로고
    • Nonlinear finite difference analysis of composite beams with partial interaction
    • Al-Amery, R. I. M., and Roberts, T. M. (1990). "Nonlinear finite difference analysis of composite beams with partial interaction." Comp. and Struct., 35(1), 81-87.
    • (1990) Comp. and Struct. , vol.35 , Issue.1 , pp. 81-87
    • Al-Amery, R.I.M.1    Roberts, T.M.2
  • 3
    • 0019675505 scopus 로고
    • Elastic-plastic analysis of composite beams with incomplete interaction by finite element method
    • Arizumi, Y., Hamada, S., and Kajita, T. (1981). "Elastic-plastic analysis of composite beams with incomplete interaction by finite element method." Comp. and Struct., 14(5-6), 453-462.
    • (1981) Comp. and Struct. , vol.14 , Issue.5-6 , pp. 453-462
    • Arizumi, Y.1    Hamada, S.2    Kajita, T.3
  • 4
    • 0032188193 scopus 로고    scopus 로고
    • Design guide for partially restrained composite connections
    • ASCE
    • ASCE Task Committee on Design Criteria for Composite Structures in Steel and Concrete (1998). "Design guide for partially restrained composite connections." J. Struct. Engrg., ASCE, 124(10), 1099-1114.
    • (1998) J. Struct. Engrg. , vol.124 , Issue.10 , pp. 1099-1114
  • 5
    • 0028481670 scopus 로고
    • Spread of plasticity - Quasi-plastic hinge approach
    • ASCE
    • Attalla, M. R., Deierlein, G. G., and McGuire, W. (1994). "Spread of plasticity - Quasi-plastic hinge approach." J. Struct. Engrg., ASCE, 120(8), 2451-2473.
    • (1994) J. Struct. Engrg. , vol.120 , Issue.8 , pp. 2451-2473
    • Attalla, M.R.1    Deierlein, G.G.2    McGuire, W.3
  • 6
    • 0343126351 scopus 로고
    • BS5950: Section 3.1: Code of practice for design of simple and continuous composite beams
    • London
    • British Standards Institution (BSI). (1990). "BS5950: Section 3.1: Code of practice for design of simple and continuous composite beams." Structural use of steelwork in building, Part 3, London.
    • (1990) Structural use of Steelwork in Building , Issue.3 PART
  • 10
    • 0027271364 scopus 로고
    • Composite slab behavior and strength analysis. Part I: Calculation procedure
    • ASCE
    • Daniels, B. J., and Crisinel, M. (1993). "Composite slab behavior and strength analysis. Part I: Calculation procedure." J. Struct. Engrg., ASCE, 119(1), 16-35.
    • (1993) J. Struct. Engrg. , vol.119 , Issue.1 , pp. 16-35
    • Daniels, B.J.1    Crisinel, M.2
  • 11
    • 0032139412 scopus 로고    scopus 로고
    • A distributed plasticity model for concrete-filled steel tube beam-columns with interlayer slip
    • Hajjar, J. F., Schiller, P. H., and Molodan, A. (1998). "A distributed plasticity model for concrete-filled steel tube beam-columns with interlayer slip." Engrg. Struct., 20(8), 663-676.
    • (1998) Engrg. Struct. , vol.20 , Issue.8 , pp. 663-676
    • Hajjar, J.F.1    Schiller, P.H.2    Molodan, A.3
  • 12
    • 0003490330 scopus 로고
    • The analysis of composite beams using standard finite element programs
    • Hirst, M. J. S., and Yeo, M. F. (1980). "The analysis of composite beams using standard finite element programs." Comp. and Struct., 11(3), 233-237.
    • (1980) Comp. and Struct. , vol.11 , Issue.3 , pp. 233-237
    • Hirst, M.J.S.1    Yeo, M.F.2
  • 13
    • 0026405649 scopus 로고
    • Nonlinear analysis of three-dimensional frames with semi-rigid connections
    • Hsieh, S. H., and Deierlein, G. G. (1991). "Nonlinear analysis of three-dimensional frames with semi-rigid connections." Comp. and Struct., 41(5), 995-1009.
    • (1991) Comp. and Struct. , vol.41 , Issue.5 , pp. 995-1009
    • Hsieh, S.H.1    Deierlein, G.G.2
  • 15
    • 0016091714 scopus 로고
    • Ultimate strength of multistory steel rigid frames
    • ASCE
    • Liapunov, S. (1974). "Ultimate strength of multistory steel rigid frames." J. Struct. Div., ASCE, 100(8), 1643-1655.
    • (1974) J. Struct. Div. , vol.100 , Issue.8 , pp. 1643-1655
    • Liapunov, S.1
  • 16
    • 0033737734 scopus 로고    scopus 로고
    • Improved nonlinear plastic hinge analysis of space frame structures
    • Liew, J. Y. R., Chen, H., Shanmugam, N. E., and Chen, W. F. (2000). "Improved nonlinear plastic hinge analysis of space frame structures." Engrg. Struct., 22(10), 1324-1338.
    • (2000) Engrg. Struct. , vol.22 , Issue.10 , pp. 1324-1338
    • Liew, J.Y.R.1    Chen, H.2    Shanmugam, N.E.3    Chen, W.F.4
  • 17
    • 0033908612 scopus 로고    scopus 로고
    • Advanced plastic hinge analysis for the design of tubular space frames
    • Liew, J. Y. R., and Tang, L. K. (2000). "Advanced plastic hinge analysis for the design of tubular space frames." Engrg. Struct., 22(7), 769-783.
    • (2000) Engrg. Struct. , vol.22 , Issue.7 , pp. 769-783
    • Liew, J.Y.R.1    Tang, L.K.2
  • 18
    • 0027701337 scopus 로고
    • Second-order refined plastic-hinge analysis of frame design, Parts I and II
    • ASCE
    • Liew, J. Y. R., White, D. W., and Chen, W. F. (1993). "Second-order refined plastic-hinge analysis of frame design, Parts I and II." J. Struct. Engrg., ASCE, 119(11), 3196-3237.
    • (1993) J. Struct. Engrg. , vol.119 , Issue.11 , pp. 3196-3237
    • Liew, J.Y.R.1    White, D.W.2    Chen, W.F.3
  • 19
    • 0029368229 scopus 로고
    • Semirigid joint action and the design of non-sway composite frames
    • Nethercot, D. A. (1995). "Semirigid joint action and the design of non-sway composite frames." Engrg. Struct., 17(8), 554-567.
    • (1995) Engrg. Struct. , vol.17 , Issue.8 , pp. 554-567
    • Nethercot, D.A.1
  • 20
    • 0001921245 scopus 로고
    • Tests and analysis of composite beams with incomplete interaction
    • Newmark, N. M., Siess, C. P., and Viest, I. M. (1951). "Tests and analysis of composite beams with incomplete interaction." Proc. Soc. Exp. Stress Anal., 9, 75-92.
    • (1951) Proc. Soc. Exp. Stress Anal. , vol.9 , pp. 75-92
    • Newmark, N.M.1    Siess, C.P.2    Viest, I.M.3
  • 21
    • 0019607229 scopus 로고
    • Yield surface applications in nonlinear steel frame analysis
    • Orbison, J. G., McGuire, W., and Abel, J. F. (1982). "Yield surface applications in nonlinear steel frame analysis." Comp. Methods Appl. Mech. Engrg., 33(1), 557-573.
    • (1982) Comp. Methods Appl. Mech. Engrg. , vol.33 , Issue.1 , pp. 557-573
    • Orbison, J.G.1    McGuire, W.2    Abel, J.F.3
  • 22
    • 0031078633 scopus 로고    scopus 로고
    • An analytical model for the analysis of composite beams with partial interaction
    • Oven, V. A., Burgess, I. W., Plank, R. J., and Wali, A. A. A. (1997). "An analytical model for the analysis of composite beams with partial interaction." Comp. and Struct., 62(3), 493-504.
    • (1997) Comp. and Struct. , vol.62 , Issue.3 , pp. 493-504
    • Oven, V.A.1    Burgess, I.W.2    Plank, R.J.3    Wali, A.A.A.4
  • 23
    • 0024944608 scopus 로고
    • A finite element for modelling the nonlinear behaviour of shear connectors in composite structures
    • Razaqpur, A. G., and Nofal, M. (1989). "A finite element for modelling the nonlinear behaviour of shear connectors in composite structures." Comp. and Struct., 32(1), 169-174.
    • (1989) Comp. and Struct. , vol.32 , Issue.1 , pp. 169-174
    • Razaqpur, A.G.1    Nofal, M.2
  • 24
    • 0032188507 scopus 로고    scopus 로고
    • Nonlinear analysis of composite beams with deformable shear connectors
    • ASCE
    • Salari, M. R., Spacone, E., Shing, P. B., and Frangopol, D. M. (1998). "Nonlinear analysis of composite beams with deformable shear connectors." J. Struct. Engrg., ASCE, 124(10), 1148-1158.
    • (1998) J. Struct. Engrg. , vol.124 , Issue.10 , pp. 1148-1158
    • Salari, M.R.1    Spacone, E.2    Shing, P.B.3    Frangopol, D.M.4
  • 25
    • 0012687672 scopus 로고
    • Flexural strength of steel-concrete composite beams
    • ASCE
    • Slutter, R. G., and Driscoll, G. C. (1965). "Flexural strength of steel-concrete composite beams." J. Struct. Div., ASCE, 91, 71-99.
    • (1965) J. Struct. Div. , vol.91 , pp. 71-99
    • Slutter, R.G.1    Driscoll, G.C.2
  • 26
    • 0030567058 scopus 로고    scopus 로고
    • Mixed formulation of nonlinear beam finite element
    • Spacone, E., Ciampi, V., and Filippou, F. C. (1996). "Mixed formulation of nonlinear beam finite element." Comp. and Struct., 58(1), 71-83.
    • (1996) Comp. and Struct. , vol.58 , Issue.1 , pp. 71-83
    • Spacone, E.1    Ciampi, V.2    Filippou, F.C.3
  • 28
    • 0017480571 scopus 로고
    • Nonlinear response of composite steel-concrete bridges
    • Wegmuller, A. W., and Amer, H. N. (1977). "Nonlinear response of composite steel-concrete bridges." Comp. and Struct., 7(2), 161-169.
    • (1977) Comp. and Struct. , vol.7 , Issue.2 , pp. 161-169
    • Wegmuller, A.W.1    Amer, H.N.2
  • 30
    • 0015474432 scopus 로고
    • The inelastic behaviour of continuous composite beams of steel and concrete
    • Yam, L. C. P., and Chapman, J. C. (1972). "The inelastic behaviour of continuous composite beams of steel and concrete." Proc. Inst. Civ. Engrs., 53, 487-501.
    • (1972) Proc. Inst. Civ. Engrs. , vol.53 , pp. 487-501
    • Yam, L.C.P.1    Chapman, J.C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.