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Volumn , Issue , 2006, Pages 737-746

Design of cold-formed steel lipped channel columns at elevated temperatures

Author keywords

Cold formed steel; Elevated temperatures; Fire resistant design; Lipped channel column

Indexed keywords

COLD-FORMED STEEL; COLUMN LENGTHS; COLUMN STRENGTHS; DESIGN STRENGTH; DIRECT STRENGTH METHODS; EFFECTIVE WIDTH; ELEVATED TEMPERATURE; FIRE RESISTANT DESIGN; FIXED ENDS; GEOMETRIC IMPERFECTION; LIPPED CHANNELS; MATERIAL PROPERTY; NON-LINEAR FINITE ELEMENT MODEL; ROOM TEMPERATURE;

EID: 84872667700     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (3)

References (19)
  • 3
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  • 4
    • 0037541282 scopus 로고    scopus 로고
    • Structural behaviour of cold-formed thin-walled short steel channel columns at elevated temperatures. Part 1: Experiments
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    • Feng, M.1    Wang, Y.C.2    Davies, J.M.3
  • 5
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    • Lee, J.H.1    Mahendran, M.2
  • 6
    • 0037989041 scopus 로고    scopus 로고
    • Structural behaviour of cold-formed thin-walled short steel channel columns at elevated temperatures. Part 2: Design calculations and numerical analysis
    • Feng M., Wang Y.C. and Davies J.M., "Structural behaviour of cold-formed thin-walled short steel channel columns at elevated temperatures. Part 2: design calculations and numerical analysis", Thin- Walled Structures, 41(6), 571-594, 2003.
    • (2003) Thin- Walled Structures , vol.41 , Issue.6 , pp. 571-594
    • Feng, M.1    Wang, Y.C.2    Davies, J.M.3
  • 14
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  • 15
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  • 18
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    • Local, distortional, and Euler buckling of thin-walled columns
    • Schafer B.W., "Local, distortional, and Euler buckling of thin-walled columns", Journal of Structural Engineering, 128(3), 289-299, 2002.
    • (2002) Journal of Structural Engineering , vol.128 , Issue.3 , pp. 289-299
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  • 19
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    • Computer analysis of thin-walled structural members
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.