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Volumn 25, Issue 7, 1996, Pages 711-725

Fibre beam-column model for non-linear analysis of R/C frames: Part I. Formulation

Author keywords

Cyclic behaviour; Dynamic response; Flexibility method; RC frames

Indexed keywords

ALGORITHMS; BENDING (DEFORMATION); CONVERGENCE OF NUMERICAL METHODS; DYNAMIC RESPONSE; FUNCTIONS; INTERPOLATION; ITERATIVE METHODS; MATHEMATICAL MODELS; REINFORCED CONCRETE; STEEL; STRUCTURAL FRAMES; STRUCTURAL LOADS;

EID: 0030186081     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199607)25:7<711::AID-EQE576>3.0.CO;2-9     Document Type: Article
Times cited : (1001)

References (37)
  • 1
    • 0002666109 scopus 로고
    • Effect of stiffness degradation on earthquake ductility requirements
    • Tokyo
    • R. Clough and S. Johnston, 'Effect of stiffness degradation on earthquake ductility requirements', Trails. Japan earthquake eng. symp., Tokyo, 1966, pp. 195-198.
    • (1966) Trails. Japan Earthquake Eng. Symp. , pp. 195-198
    • Clough, R.1    Johnston, S.2
  • 3
    • 0344890600 scopus 로고
    • Notes on some basic problems in inelastic analysis of planar RC structures
    • February, pp. 51-62, Part II in March, pp. 65-77
    • H. Takizawa, 'Notes on some basic problems in inelastic analysis of planar RC structures', Trans. architecture institute Japan, 1976, Vol. 240, Part I in February, pp. 51-62, Part II in March, pp. 65-77.
    • (1976) Trans. Architecture Institute Japan , vol.240 , Issue.1 PART
    • Takizawa, H.1
  • 4
    • 0344129154 scopus 로고
    • Nonlinear earthquake behavior of tall buildings
    • R. Clough and L. Benuska, 'Nonlinear earthquake behavior of tall buildings', J. eng. mech. div. ASCE 93 (EM 3), 129-146 (1967).
    • (1967) J. Eng. Mech. Div. ASCE , vol.93 , Issue.3 EM , pp. 129-146
    • Clough, R.1    Benuska, L.2
  • 5
    • 0001126599 scopus 로고
    • Reinforced concrete response to simulated earthquakes
    • T. Takeda, M. A. Sozen and N. Nielsen, 'Reinforced concrete response to simulated earthquakes', J. struct. div. ASCE 96 (ST12), 2557-2573 (1970).
    • (1970) J. Struct. Div. ASCE , vol.96 , Issue.ST12 , pp. 2557-2573
    • Takeda, T.1    Sozen, M.A.2    Nielsen, N.3
  • 6
    • 24944567750 scopus 로고
    • Rate-type models for non linear hysteretic structural behavior
    • Palermo, Italy
    • F. Brancaleoni, V. Ciampi and R. Di Antonio, 'Rate-type models for non linear hysteretic structural behavior', EUROMECH colloquium, Palermo, Italy, 1983.
    • (1983) EUROMECH Colloquium
    • Brancaleoni, F.1    Ciampi, V.2    Di Antonio, R.3
  • 7
    • 0019615160 scopus 로고
    • Seismic damage in reinforced concrete frames
    • H. Banon, J. Biggs and M. Irvine, 'Seismic damage in reinforced concrete frames', J. struct. div. ASCE 107 (ST9), 1713-1729 (1981).
    • (1981) J. Struct. Div. ASCE , vol.107 , Issue.ST9 , pp. 1713-1729
    • Banon, H.1    Biggs, J.2    Irvine, M.3
  • 8
    • 0016079582 scopus 로고
    • Inelastic analysis of R/C frame structures
    • S. Otani, 'Inelastic analysis of R/C frame structures', J. struct. div. ASCE 100 (ST7), 1433-1449 (1974).
    • (1974) J. Struct. Div. ASCE , vol.100 , Issue.ST7 , pp. 1433-1449
    • Otani, S.1
  • 9
    • 0003482295 scopus 로고
    • Nonlinear analysis of reinforced concrete frames under cyclic load reversals
    • Earthquake Engineering Research Center, University of California, Berkeley
    • F. C. Filippou and A. Issa, 'Nonlinear analysis of reinforced concrete frames under cyclic load reversals', EERC Report 88/12, Earthquake Engineering Research Center, University of California, Berkeley, 1988.
    • (1988) EERC Report 88/12
    • Filippou, F.C.1    Issa, A.2
  • 10
    • 0021529479 scopus 로고
    • Model for inelastic biaxial bending of concrete members
    • S. Lai, G. Will and S. Otani, 'Model for inelastic biaxial bending of concrete members', J. struct. eng. ASCE, 110 (ST11), 2563-2584 (1984).
    • (1984) J. Struct. Eng. ASCE , vol.110 , Issue.ST11 , pp. 2563-2584
    • Lai, S.1    Will, G.2    Otani, S.3
  • 11
    • 38949173337 scopus 로고
    • An evaluation of the design and analytical seismic response of a seven storey reinforced concrete frame-wall structure
    • Earthquake Engineering Research Center, University of California, Berkeley
    • F. Charney and V. V. Bertero, 'An evaluation of the design and analytical seismic response of a seven storey reinforced concrete frame-wall structure', EERC Report 82/08, Earthquake Engineering Research Center, University of California, Berkeley, 1982.
    • (1982) EERC Report 82/08
    • Charney, F.1    Bertero, V.V.2
  • 12
    • 0022233509 scopus 로고
    • Earthquake simulator tests and associated experimental, analytical and correlation studies of one-fifth scale model
    • American Concrete Institute, SP-84-13, Detroit
    • V. V. Bertero, A. Aktan, F. Charney and R. Sause, 'Earthquake simulator tests and associated experimental, analytical and correlation studies of one-fifth scale model', in Earthquake Effects on Reinforced Concrete Structures, American Concrete Institute, SP-84-13, Detroit, 1984, pp. 375-424.
    • (1984) Earthquake Effects on Reinforced Concrete Structures , pp. 375-424
    • Bertero, V.V.1    Aktan, A.2    Charney, F.3    Sause, R.4
  • 15
    • 0023305787 scopus 로고
    • Analytical modeling of hysteretic behavior of R/C frames
    • M. S. L. Roufaiel and C. Meyer, 'Analytical modeling of hysteretic behavior of R/C frames', J. struct. eng. ASCE 113 (ST3), 429-444 (1987).
    • (1987) J. Struct. Eng. ASCE , vol.113 , Issue.ST3 , pp. 429-444
    • Roufaiel, M.S.L.1    Meyer, C.2
  • 16
    • 0022045046 scopus 로고
    • Elastic-plastic-softening analysis of plane frames
    • P. L. Darvall and P. A. Mendis, 'Elastic-plastic-softening analysis of plane frames', J. struct. eng. ASCE 111 (ST4), 871-888 (1985).
    • (1985) J. Struct. Eng. ASCE , vol.111 , Issue.ST4 , pp. 871-888
    • Darvall, P.L.1    Mendis, P.A.2
  • 18
    • 0019705828 scopus 로고
    • Analysis of RC bridge columns under imposed deformations
    • Delft
    • J. Hellesland and A. Scordelis, 'Analysis of RC bridge columns under imposed deformations', IABSE colloquium, Delft, 1981, pp. 545-559.
    • (1981) IABSE Colloquium , pp. 545-559
    • Hellesland, J.1    Scordelis, A.2
  • 19
    • 0013219423 scopus 로고
    • Nonlinear geometric material and time dependent analysis of three dimensional reinforced and prestressed concrete frames
    • Department of Civil Engineering, University of California, Berkeley
    • A. Mari and A. Scordelis, 'Nonlinear geometric material and time dependent analysis of three dimensional reinforced and prestressed concrete frames', SESM Report 82-12, Department of Civil Engineering, University of California, Berkeley, 1984.
    • (1984) SESM Report 82-12
    • Mari, A.1    Scordelis, A.2
  • 20
    • 0017367955 scopus 로고
    • Prediction of hysteresis in reinforced concrete members
    • S. Bazant and P. Bhat, 'Prediction of hysteresis in reinforced concrete members', J. struct. div. ASCE 103 (ST1), 151-167 (1977).
    • (1977) J. Struct. Div. ASCE , vol.103 , Issue.ST1 , pp. 151-167
    • Bazant, S.1    Bhat, P.2
  • 21
    • 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
    • Final Report, Lisbon
    • M. Menegotto and P. E. Pinto, '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', IABSE symp. on resistance and ultimate deformability of structures acted on by well-defined repeated loads, Final Report, Lisbon, 1973.
    • (1973) IABSE Symp. on Resistance and Ultimate Deformability of Structures Acted on by Well-defined Repeated Loads
    • Menegotto, M.1    Pinto, P.E.2
  • 22
    • 0005015002 scopus 로고
    • Inelastic analysis of piping and tubular structures
    • Earthquake Engineering Research Center, University of California, Berkeley
    • M. Mahasuverachai and G. H. Powell, 'Inelastic analysis of piping and tubular structures', EERC Report 82/27, Earthquake Engineering Research Center, University of California, Berkeley, 1982.
    • (1982) EERC Report 82/27
    • Mahasuverachai, M.1    Powell, G.H.2
  • 23
    • 0008540701 scopus 로고
    • Refined modeling of reinforced concrete columns for seismic analysis
    • Earthquake Engineering Research Center, University of California, Berkeley
    • S. Kaba and S. A. Mahin, 'Refined modeling of reinforced concrete columns for seismic analysis', EERC Report 84/03, Earthquake Engineering Research Center, University of California, Berkeley, 1984.
    • (1984) EERC Report 84/03
    • Kaba, S.1    Mahin, S.A.2
  • 24
    • 0001670899 scopus 로고
    • Analysis of reinforced concrete beam-columns under uniaxial excitation
    • C. A. Zeris and S. A. Mahin, 'Analysis of reinforced concrete beam-columns under uniaxial excitation', J. struct. eng. ASCE 114 (ST4), 804-820 (1988).
    • (1988) J. Struct. Eng. ASCE , vol.114 , Issue.ST4 , pp. 804-820
    • Zeris, C.A.1    Mahin, S.A.2
  • 25
    • 0026220912 scopus 로고
    • Behavior of reinforced concrete structures subjected to biaxial excitation
    • C. A. Zeris and S. A. Mahin, 'Behavior of reinforced concrete structures subjected to biaxial excitation', J. struct. eng. ASCE 117 (ST9), 2657-2673 (1991).
    • (1991) J. Struct. Eng. ASCE , vol.117 , Issue.ST9 , pp. 2657-2673
    • Zeris, C.A.1    Mahin, S.A.2
  • 27
    • 0004312729 scopus 로고
    • A fiber beam-column element for seismic response analysis of reinforced concrete structures
    • Earthquake Engineering Research Center, University of California, Berkeley
    • F. F. Taucer, E. Spacone and F. C. Filippou, 'A fiber beam-column element for seismic response analysis of reinforced concrete structures', EERC Report 91/17, Earthquake Engineering Research Center, University of California, Berkeley, 1991.
    • (1991) EERC Report 91/17
    • Taucer, F.F.1    Spacone, E.2    Filippou, F.C.3
  • 31
    • 0003923006 scopus 로고
    • Effects of bond deterioration on hysteretic behavior of reinforced concrete joints
    • Earthquake Engineering Research Center, University of California, Berkeley
    • F. C. Filippou, E. P. Popov and . V. V. Bertero, 'Effects of bond deterioration on hysteretic behavior of reinforced concrete joints', EERC Report 83/19, Earthquake Engineering Research Center, University of California, Berkeley, 1983.
    • (1983) EERC Report 83/19
    • Filippou, F.C.1    Popov, E.P.2    Bertero, V.V.3
  • 32
    • 0024065683 scopus 로고
    • Theoretical stress-strain model for confined concrete
    • J. B. Mander, M. J. N. Priestley and R. Park, 'Theoretical stress-strain model for confined concrete', J. struct. eng. ASCE 114 (ST8), 1804-1826 (1988).
    • (1988) J. Struct. Eng. ASCE , vol.114 , Issue.ST8 , pp. 1804-1826
    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3
  • 33
    • 0025496947 scopus 로고
    • Tied concrete columns under axial load and flexure
    • S. Sheikh and C. C. Yeh, 'Tied concrete columns under axial load and flexure', J. struct. eng. ASCE 116 (ST10), 2780-2800 (1990).
    • (1990) J. Struct. Eng. ASCE , vol.116 , Issue.ST10 , pp. 2780-2800
    • Sheikh, S.1    Yeh, C.C.2
  • 35
    • 0000871625 scopus 로고
    • Flexural members with confined concrete
    • D. C. Kent and R. Park, 'Flexural members with confined concrete', J. struct. div.ASCE 97 (ST7), 1964-1990 (1971).
    • (1971) J. Struct. Div.ASCE , vol.97 , Issue.ST7 , pp. 1964-1990
    • Kent, D.C.1    Park, R.2
  • 36
    • 0019896945 scopus 로고
    • Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates
    • B. D. Scott, R. Park, and M. J. N. Priestley, 'Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates', ACI j. 79, 13-27 (1982).
    • (1982) ACI J. , vol.79 , pp. 13-27
    • Scott, B.D.1    Park, R.2    Priestley, M.J.N.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.