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Volumn 59, Issue 3, 2003, Pages 359-383

Fire tests of non-sway loaded and rotationally restrained steel column assemblies

Author keywords

Bending moments; Column assemblies; Critical temperature; Fire tests; Fire resistant design; Restrained columns; Structural interaction

Indexed keywords

BENDING MOMENTS; COLUMNS (STRUCTURAL); FAILURE (MECHANICAL); FLAME RESISTANCE; FLAMMABILITY TESTING; STEEL BEAMS AND GIRDERS; STRUCTURAL FRAMES; STRUCTURAL LOADS; THERMAL EFFECTS; THERMAL EXPANSION;

EID: 0037343813     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(02)00035-4     Document Type: Article
Times cited : (32)

References (14)
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  • 4
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  • 5
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    • Franssen, J.M.1
  • 6
    • 0033136401 scopus 로고    scopus 로고
    • The effects of structural continuity on the fire resistance of concrete filled columns in non-sway frames
    • Wang YC. The effects of structural continuity on the fire resistance of concrete filled columns in non-sway frames. J. Construct. Steel Res. 1999;50:177-97.
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    • Wang, Y.C.1
  • 7
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  • 8
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    • Experimental research on the critical temperature of compressed steel elements with restrained thermal elongation
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    • (2000) Fire Safety J. , vol.35 , pp. 77-98
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  • 9
    • 0035480123 scopus 로고    scopus 로고
    • Structural performance of rotationally restrained steel columns in fire
    • Ali F, O'Connor D. Structural performance of rotationally restrained steel columns in fire. Fire Safety J. 2001;36:679-91.
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    • Ali, F.1    O'Connor, D.2
  • 10
    • 0002624370 scopus 로고
    • Fire resistance of concrete-filled square steel tubular columns subjected to combined loads
    • Kimura M, Ohta H, Kaneko H, Kodaira A, Fujinaka H. Fire resistance of concrete-filled square steel tubular columns subjected to combined loads. Takenaka Tech. Res. Rep. 1990;43:47-54.
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    • Kimura, M.1    Ohta, H.2    Kaneko, H.3    Kodaira, A.4    Fujinaka, H.5


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.