메뉴 건너뛰기




Volumn 123, Issue 9, 1997, Pages 1187-1193

Second-order analysis of slender steel frames under distributed axial and member loads

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING CODES; COMPUTER PROGRAM LISTINGS; STEEL BEAMS AND GIRDERS; STEEL STRUCTURES; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

EID: 0031236790     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:9(1187)     Document Type: Article
Times cited : (20)

References (11)
  • 1
    • 0004161058 scopus 로고
    • Standards Assn. of Australia, Sydney, Australia
    • AS4100-1990, steel structures. (1990). Standards Assn. of Australia, Sydney, Australia.
    • (1990) AS4100-1990, Steel Structures
  • 2
    • 84986947157 scopus 로고
    • Incremental displacement algorithms for non-linear problems
    • Batoz, J. L., and Dhatt, G. (1979). "Incremental displacement algorithms for non-linear problems." Int. J. Numer. Methods in Engrg., 14, 1262-1267.
    • (1979) Int. J. Numer. Methods in Engrg. , vol.14 , pp. 1262-1267
    • Batoz, J.L.1    Dhatt, G.2
  • 3
    • 0024131360 scopus 로고
    • Geometric and material nonlinear analysis of beamcolumns and frames using the minimum residual displacement method
    • Chan, S. L. (1988). "Geometric and material nonlinear analysis of beamcolumns and frames using the minimum residual displacement method." Int. J. Numer. Methods in Engrg., 26, 2657-2669.
    • (1988) Int. J. Numer. Methods in Engrg. , vol.26 , pp. 2657-2669
    • Chan, S.L.1
  • 5
    • 0028449964 scopus 로고
    • A pointwise equilibrium polynomial (PEP) element for nonlinear analysis of frames
    • ASCE
    • Chan, S. L., and Zhou, Z. H. (1994). "A pointwise equilibrium polynomial (PEP) element for nonlinear analysis of frames." J. Struct. Engrg., ASCE, 120(6), 1703-1717.
    • (1994) J. Struct. Engrg. , vol.120 , Issue.6 , pp. 1703-1717
    • Chan, S.L.1    Zhou, Z.H.2
  • 6
    • 0000831891 scopus 로고
    • Second order analysis of frame using a single imperfect element per member
    • ASCE
    • Chan, S. L., and Zhou, Z. H. (1995). "Second order analysis of frame using a single imperfect element per member." J. Struct. Engrg., ASCE, 121(6), 939-945.
    • (1995) J. Struct. Engrg. , vol.121 , Issue.6 , pp. 939-945
    • Chan, S.L.1    Zhou, Z.H.2
  • 9
    • 0000162391 scopus 로고
    • An approach to the non-linear behaviour of the members of a rigid jointed plane framework with finite deformation
    • Williams, F. W. (1964). "An approach to the non-linear behaviour of the members of a rigid jointed plane framework with finite deformation." Quarterly J. Mech. and Appl. Math., 17, 451-469.
    • (1964) Quarterly J. Mech. and Appl. Math. , vol.17 , pp. 451-469
    • Williams, F.W.1
  • 10
    • 0029357408 scopus 로고
    • A self equilibrium element for second-order analysis of semi-rigid jointed frames
    • ASCE
    • Zhou, Z. H., and Chan, S. L. (1995). "A self equilibrium element for second-order analysis of semi-rigid jointed frames." J. Engrg. Mech., ASCE, 121(8), 896-902.
    • (1995) J. Engrg. Mech. , vol.121 , Issue.8 , pp. 896-902
    • Zhou, Z.H.1    Chan, S.L.2
  • 11
    • 0030151642 scopus 로고    scopus 로고
    • Refined second order analysis of frames with members under lateral and axial loads
    • ASCE
    • Zhou, Z. H., and Chan, S. L. (1996). "Refined second order analysis of frames with members under lateral and axial loads." J. Struct. Engrg., ASCE, 122(5), 548-554.
    • (1996) J. Struct. Engrg. , vol.122 , Issue.5 , pp. 548-554
    • Zhou, Z.H.1    Chan, S.L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.