메뉴 건너뛰기




Volumn 128, Issue 12, 2002, Pages 1575-1583

Collapse analysis: Large inelastic deformations analysis of planar frames

Author keywords

Collapse; Deformation; Framed structures; Inelastic action

Indexed keywords

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); DEFORMATION; ELASTICITY; NONLINEAR EQUATIONS; SEISMOLOGY; STRAIN; STRUCTURAL DESIGN;

EID: 1842823686     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Review
Times cited : (35)

References (26)
  • 1
    • 0037533921 scopus 로고
    • Large deflection analysis of elasto-plastic beams and frames
    • Backlund, J. (1976). "Large deflection analysis of elasto-plastic beams and frames." Int. J. Mech. Sci., 18(1), 269-277.
    • (1976) Int. J. Mech. Sci. , vol.18 , Issue.1 , pp. 269-277
    • Backlund, J.1
  • 2
    • 0032666612 scopus 로고    scopus 로고
    • Computer program for large deflection elasto-plastic analysis of semi-rigid steel frameworks
    • Barsan, G. M., and Chiorean, C. G. (1999). "Computer program for large deflection elasto-plastic analysis of semi-rigid steel frameworks." Comput. Struct., 72(6), 699-711.
    • (1999) Comput. Struct. , vol.72 , Issue.6 , pp. 699-711
    • Barsan, G.M.1    Chiorean, C.G.2
  • 3
    • 0042700354 scopus 로고
    • Nonlinear transient finite element analysis with convected coordinates
    • Belytschko, T., and Hsieh, B. J. (1973). "Nonlinear transient finite element analysis with convected coordinates." Int. J. Numer. Methods Eng., 119, 1-15.
    • (1973) Int. J. Numer. Methods Eng. , vol.119 , pp. 1-15
    • Belytschko, T.1    Hsieh, B.J.2
  • 5
    • 0024874686 scopus 로고
    • Nonlinear time-dependent analysis of planar frames using an "exact" formulation - I. theory and II. Computer implementation for R.C. structures and examples
    • Carol, I., and Murcia, J. (1989). "Nonlinear time-dependent analysis of planar frames using an "exact" formulation - I. Theory and II. Computer implementation for R.C. structures and examples." Comput. Struct., 33(1), 79-102.
    • (1989) Comput. Struct. , vol.33 , Issue.1 , pp. 79-102
    • Carol, I.1    Murcia, J.2
  • 6
    • 0024771407 scopus 로고
    • Stochastic dynamics of hysteretic media
    • Casciati, F. (1989). "Stochastic dynamics of hysteretic media. " Struct. Safety, 6(2-4), 259-269.
    • (1989) Struct. Safety , vol.6 , Issue.2-4 , pp. 259-269
    • Casciati, F.1
  • 8
    • 0024668223 scopus 로고
    • Design interaction equation for steel beam-columns
    • Duan, L., and Chen, W.-F. (1989). "Design interaction equation for steel beam-columns." J. Struct. Eng., 115(5), 1225-1243.
    • (1989) J. Struct. Eng. , vol.115 , Issue.5 , pp. 1225-1243
    • Duan, L.1    Chen, W.-F.2
  • 9
    • 0031273702 scopus 로고    scopus 로고
    • Numerical solution of viscoplastic constitutive equations with internal state variables. 1. Algorithms and implementation
    • Fritzen, P., and Wittekindt, J. (1997). "Numerical solution of viscoplastic constitutive equations with internal state variables. 1. Algorithms and implementation." Math. Methods Appl. Sc., 20(16), 1411-1425.
    • (1997) Math. Methods Appl. Sc. , vol.20 , Issue.16 , pp. 1411-1425
    • Fritzen, P.1    Wittekindt, J.2
  • 10
    • 0018767559 scopus 로고
    • Nonlinear analysis of elastically constrained tie-rods under transverse loads
    • Huddleston, J. V. (1979). "Nonlinear analysis of elastically constrained tie-rods under transverse loads." Int. J. Mech. Sc., 21(10), 623-630.
    • (1979) Int. J. Mech. Sc. , vol.21 , Issue.10 , pp. 623-630
    • Huddleston, J.V.1
  • 11
    • 0027110664 scopus 로고
    • Geometrically nonlinear formulation of 3D finite strain beam element with large rotations
    • Lo, S. H. (1992). "Geometrically nonlinear formulation of 3D finite strain beam element with large rotations." Comput. Struct., 44(1-2), 147-157.
    • (1992) Comput. Struct. , vol.44 , Issue.1-2 , pp. 147-157
    • Lo, S.H.1
  • 12
    • 0031188073 scopus 로고    scopus 로고
    • Evaluation of nonlinear frame finite-element models
    • Neuenhofer, A., and Filippou, F. C. (1997). "Evaluation of nonlinear frame finite-element models." J. Struct. Eng., 123(7), 958-966.
    • (1997) J. Struct. Eng. , vol.123 , Issue.7 , pp. 958-966
    • Neuenhofer, A.1    Filippou, F.C.2
  • 13
    • 0032095836 scopus 로고    scopus 로고
    • Geometrically nonlinear flexibility-based frame finite element
    • Neuenhofer, A., and Filippou, F. C. (1998). "Geometrically nonlinear flexibility-based frame finite element." J. Struct. Eng., 124(6), 704-711.
    • (1998) J. Struct. Eng. , vol.124 , Issue.6 , pp. 704-711
    • Neuenhofer, A.1    Filippou, F.C.2
  • 14
    • 0004029464 scopus 로고
    • IDARC: Inelastic damage analysis of reinforced concrete frame - Shear wall structures
    • State Univ. of New York at Buffalo, Buffalo, N.Y.
    • Park, Y. J., Reinhorn, A. M., and Kunnath, S. K. (1987). "IDARC: Inelastic damage analysis of reinforced concrete frame - shear wall structures." Tech. Rep. No. NCEER-87-008, State Univ. of New York at Buffalo, Buffalo, N.Y.
    • (1987) Tech. Rep. No. NCEER-87-008 , vol.NCEER-87-008
    • Park, Y.J.1    Reinhorn, A.M.2    Kunnath, S.K.3
  • 15
    • 0000314657 scopus 로고
    • On one-dimensional finite-strain beam theory: The plane problem
    • Reissner, E. (1972). "On one-dimensional finite-strain beam theory: The plane problem." J. Appl. Math. Phys.(ZAMP), 23(5), 795-804.
    • (1972) J. Appl. Math. Phys.(ZAMP) , vol.23 , Issue.5 , pp. 795-804
    • Reissner, E.1
  • 16
    • 0015632528 scopus 로고
    • On one-dimensional large-displacement finite-strain beam theory
    • Reissner, E. (1973). "On one-dimensional large-displacement finite-strain beam theory." Stud. Appl. Math., 11(2), 87-95.
    • (1973) Stud. Appl. Math. , vol.11 , Issue.2 , pp. 87-95
    • Reissner, E.1
  • 17
    • 0035112371 scopus 로고    scopus 로고
    • Non-linear spatial timoshenko beam element with curvature interpolation
    • Schulz, M., and Filippou, F. C. (2001). ''Non-linear spatial Timoshenko beam element with curvature interpolation." Int. J. Numer. Methods Eng., 50(4), 761-785.
    • (2001) Int. J. Numer. Methods Eng. , vol.50 , Issue.4 , pp. 761-785
    • Schulz, M.1    Filippou, F.C.2
  • 18
    • 0031118865 scopus 로고    scopus 로고
    • Analysis and computation of a cyclic plasticity model by aid of ddassl
    • Shi, P., and Babuska, I. (1997). "Analysis and computation of a cyclic plasticity model by aid of ddassl." Computational Mech., Berlin, 19(5), 380-385.
    • (1997) Computational Mech., Berlin , vol.19 , Issue.5 , pp. 380-385
    • Shi, P.1    Babuska, I.2
  • 21
    • 0022792209 scopus 로고
    • A three-dimensional finite-strain rod model. Part II: Computational aspects
    • Simo, J. C., and Vu-quoc, L. (1986). "A three-dimensional finite-strain rod model. Part II: Computational aspects." Comput. Methods Appl. Mech. Eng., 58(1), 79-116.
    • (1986) Comput. Methods Appl. Mech. Eng. , vol.58 , Issue.1 , pp. 79-116
    • Simo, J.C.1    Vu-Quoc, L.2
  • 22
    • 0000748711 scopus 로고    scopus 로고
    • Hysteretic models for deteriorating inelastic structures
    • Sivaselvan, M. V., and Reinhorn, A. M. (2000). "Hysteretic models for deteriorating inelastic structures." J. Eng. Mech., 126(6), 633-640.
    • (2000) J. Eng. Mech. , vol.126 , Issue.6 , pp. 633-640
    • Sivaselvan, M.V.1    Reinhorn, A.M.2
  • 24
    • 10844248902 scopus 로고    scopus 로고
    • Analysis, testing and initial recommendations on collapse limit states of frames
    • Multidisciplinary Center for Earthquake Engineering Research, Univ. at Buffalo, Buffalo, N.Y.
    • Vian, D., Sivaselvan, M., Bruneau, M., and Reinhorn, A. (2001). "Analysis, testing and initial recommendations on collapse limit states of frames." Research Progress and Accomplishments (2000-2001) MCEER-01-SP01, Multidisciplinary Center for Earthquake Engineering Research, Univ. at Buffalo, Buffalo, N.Y.
    • (2001) Research Progress and Accomplishments (2000-2001) MCEER-01-SP01
    • Vian, D.1    Sivaselvan, M.2    Bruneau, M.3    Reinhorn, A.4
  • 25
    • 0016939287 scopus 로고
    • Methods for random vibration of hysteretic systems
    • Wen, Y. K. (1976). "Methods for random vibration of hysteretic systems." J. Eng. Mech. Div., Am. Soc. Civ. Eng., 102(2), 249-263.
    • (1976) J. Eng. Mech. Div., Am. Soc. Civ. Eng. , vol.102 , Issue.2 , pp. 249-263
    • Wen, Y.K.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.