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Volumn 22, Issue 8, 2000, Pages 920-936

Large-scale testing of steel frame structures comprising non-compact sections

Author keywords

Large scale testing; Non compact sectionsAe; Steel frame structures

Indexed keywords

BUCKLING; ELASTICITY; FAILURE ANALYSIS; MATHEMATICAL MODELS; PLASTICITY; SPECIFICATIONS; STEEL TESTING; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

EID: 0033889735     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(99)00039-5     Document Type: Article
Times cited : (35)

References (18)
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    • (1977) AISI Project No. 189, Report No. 2
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    • Toma, S.1    Chen, W.F.2
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    • Shanmugam, N.E.1    Liew, J.Y.R.2    Lee, S.L.3
  • 10
    • 0025246613 scopus 로고
    • Recent developments in the buckling and nonlinear analysis of thin-walled structural members
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    • (1990) Thin-Walled Struct. , vol.9 , pp. 309-338
    • Hancock, G.J.1    Davids, A.J.2    Key, P.W.3    Lau, S.C.W.4    Rasmussen, K.J.R.5
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    • 0033899096 scopus 로고    scopus 로고
    • Distributed plasticity analysis of steel frame structures comprising non-compact sections
    • Avery P., Mahendran M. Distributed plasticity analysis of steel frame structures comprising non-compact sections. Eng Struct. 22:2000;901-919.
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  • 13
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    • PhD thesis, School of Civil Engineering, Queensland University of Technology, Brisbane, Australia
    • Heldt T. The use of hollow flange beams in portal frame buildings. PhD thesis, School of Civil Engineering, Queensland University of Technology, Brisbane, Australia, 1997.
    • (1997) The Use of Hollow Flange Beams in Portal Frame Buildings
    • Heldt, T.1
  • 14
    • 0039933336 scopus 로고    scopus 로고
    • ME thesis, School of Civil Engineering, Queensland University of Technology, Brisbane, Australia
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  • 15
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.