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Thin-Walled Structures
Volumn 44, Issue 4, 2006, Pages 399-406
Global optimization of cold-formed steel channel sections
Author keywords

Algorithms; Cold formed; Optimization; Steel channel
Indexed keywords

ALGORITHMS; BUCKLING; GLOBAL OPTIMIZATION; TORSIONAL STRESS; YIELD STRESS;
EID: 33745854475     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tws.2006.04.007     Document Type: Article
Times cited : (45)
References (12)
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    • Adeli, H.1    Karim, A.2
  • 4
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    • Karim, A.1    Adeli, H.2
  • 5
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    • Optimization design of cold-formed steel channel beams using micro genetic algorithm
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    • (2005) Eng Struct , vol.27 , pp. 17-24
    • Lee, J.1    Kim, S.M.2    Park, H.S.3    Woo, B.H.4
  • 6
    • 33745842573 scopus 로고    scopus 로고
    • AISI (American Iron and Steel Institute). North American specification for the design of cold-formed steel structural members. November 2001.
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    • Comsol. Matlab (version 6.5). Manual of optimization tool, http://www.mathworks.com.
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    • Rhodes J, Lawson R. Design of structures using cold formed steel sections. SCI publication 089.1992.
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    • Design for distortional buckling of flexural members
    • Hancock G. Design for distortional buckling of flexural members. Thin-walled Struct 27 1 (1997) 3-12
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    • Flange/web distortional buckling of cold-formed steel sections in bending
    • Rogers C.A., and Schuster R.M. Flange/web distortional buckling of cold-formed steel sections in bending. Thin-walled Struct 27 1 (1997) 13-29
    • (1997) Thin-walled Struct , vol.27 , Issue.1 , pp. 13-29
    • Rogers, C.A.1    Schuster, R.M.2
  • 12
    • 0027624110 scopus 로고
    • The behaviour of purlins subject to wind uplift
    • Leach P., and Robinson P. The behaviour of purlins subject to wind uplift. Struct Eng 71 14 (1993) 250-252
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.