메뉴 건너뛰기




Volumn 22, Issue 8, 2000, Pages 901-919

Distributed plasticity analysis of steel frame structures comprising non-compact sections

Author keywords

Distributed plasticity analysis; Non compact sections; Steel frame structures

Indexed keywords

BUCKLING; ELASTICITY; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PLASTIC DEFORMATION; PLASTICITY; RESIDUAL STRESSES; SPECIFICATIONS; STEEL TESTING; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

EID: 0033899096     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(99)00038-3     Document Type: Article
Times cited : (58)

References (15)
  • 1
    • 0003413497 scopus 로고
    • The design and behaviour of beam-columns in unbraced steel frames
    • Civil Engineering/Structures Research Laboratory, University of Texas at Austin, TX
    • Kanchanalai T. The design and behaviour of beam-columns in unbraced steel frames. AISI Project No. 189, Report No. 2. Civil Engineering/Structures Research Laboratory, University of Texas at Austin, TX, 1977.
    • (1977) AISI Project No. 189, Report No. 2
    • Kanchanalai, T.1
  • 2
    • 0022134280 scopus 로고
    • Calibrating frames
    • Vogel U. Calibrating frames. Stahlbau. 54:1985;295-301.
    • (1985) Stahlbau , vol.54 , pp. 295-301
    • Vogel, U.1
  • 4
    • 0002425363 scopus 로고
    • Examples of frame studies used to verify advanced methods of inelastic analysis
    • Structural Stability Research Council, Lehigh University, Bethlehem, PA
    • Ziemian RD. Examples of frame studies used to verify advanced methods of inelastic analysis. In: Plastic hinge based methods for advanced analysis and design of steel frames. Structural Stability Research Council, Lehigh University, Bethlehem, PA, 1993.
    • (1993) Plastic Hinge Based Methods for Advanced Analysis and Design of Steel Frames
    • Ziemian, R.D.1
  • 6
    • 0023231854 scopus 로고
    • Analysis for local buckling capacity of cold formed steel sections with web openings
    • Sivakumaran K.S. Analysis for local buckling capacity of cold formed steel sections with web openings. Computers and Structures. 26(1/2):1987;275-282.
    • (1987) Computers and Structures , vol.26 , Issue.1-2 , pp. 275-282
    • Sivakumaran, K.S.1
  • 7
    • 0031235354 scopus 로고    scopus 로고
    • Finite element analysis of hollow flange beams with web stiffeners
    • Avery P., Mahendran M. Finite element analysis of hollow flange beams with web stiffeners. Journal of Structural Engineering, ASCE. 123(9):1997;1123-1129.
    • (1997) Journal of Structural Engineering, ASCE , vol.123 , Issue.9 , pp. 1123-1129
    • Avery, P.1    Mahendran, M.2
  • 9
    • 0033889735 scopus 로고    scopus 로고
    • Large scale testing of steel frame structures comprising non-compact sections
    • Avery P., Mahendran M. Large scale testing of steel frame structures comprising non-compact sections. Engineering Structures, 22:2000;920-936.
    • (2000) Engineering Structures , vol.22 , pp. 920-936
    • Avery, P.1    Mahendran, M.2
  • 10
    • 84992273702 scopus 로고    scopus 로고
    • Analytical benchmark solutions for steel frame structures comprising non-compact sections
    • School of Civil Engineering, Queensland University of Technology, Brisbane
    • Avery P, Mahendran M. Analytical benchmark solutions for steel frame structures comprising non-compact sections. PIC Research Monograph 98-3. School of Civil Engineering, Queensland University of Technology, Brisbane, 1998.
    • (1998) PIC Research Monograph 98-3
    • Avery, P.1    Mahendran, M.2
  • 11
    • 0039933341 scopus 로고
    • Ultimate limit state calculation of sway frames with rigid joints
    • Publication No. 33. European Convention for Constructional Steelwork
    • Ultimate limit state calculation of sway frames with rigid joints, Technical Committee 8 - Structural Stability Technical Working Group 8.2 - System. Publication No. 33. European Convention for Constructional Steelwork, 1984.
    • (1984) Technical Committee 8 - Structural Stability Technical Working Group 8.2 - System
  • 12
    • 0004161058 scopus 로고
    • Standards Association of Australia, Sydney
    • AS4100-1990 Steel Structures. Standards Association of Australia, Sydney, 1990.
    • (1990) AS4100-1990 Steel Structures
  • 13
    • 0039202762 scopus 로고
    • An experimental investigation of the column behaviour of cold formed square hollow sections
    • School of Civil and Mining Engineering, University of Sydney, Sydney
    • Key PW, Hancock GJ. An experimental investigation of the column behaviour of cold formed square hollow sections. Research Report No. R493. School of Civil and Mining Engineering, University of Sydney, Sydney, 1985.
    • (1985) Research Report No. R493
    • Key, P.W.1    Hancock, G.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.