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Volumn 42, Issue 9, 2001, Pages 1913-1927

The behaviour of structural steels at elevated temperatures and the design of fire resistant steels

Author keywords

Elevated temperatures; Fire resistant steels; Structural steels

Indexed keywords

AUSTENITIC TRANSFORMATIONS; FIRE RESISTANCE; GRAIN SIZE AND SHAPE; HIGH TEMPERATURE PROPERTIES; MICROSTRUCTURE; STEEL STRUCTURES;

EID: 0035167028     PISSN: 13459678     EISSN: None     Source Type: Journal    
DOI: 10.2320/matertrans.42.1913     Document Type: Review
Times cited : (37)

References (82)
  • 1
    • 85037390144 scopus 로고
    • Structural use of steelwork in building, part 8: Code of practice for fire resistant design
    • BS 5950: London
    • (1990) British Standards Institution
  • 2
    • 85037392188 scopus 로고    scopus 로고
    • Eurocode 3: Design of steel structures. Part 1.2: Structural fire design (including UK NAD)
    • BS ENV 1993: London
    • (1996) British Standards Institution
  • 3
    • 85037381542 scopus 로고    scopus 로고
    • Eurocode 4: Design of composite steel and concrete structures, part 1.2: Structural fire design (including UK NAD)
    • BS ENV 1994: London
    • (1996) British Standards Institution
  • 9
    • 85037385512 scopus 로고
    • Fire tests on building materials and structures, part 20: Methods for the determination of the fire resistance of elements of construction
    • BS 476: London
    • (1987) British Standards Institution , pp. 28
  • 41
    • 0040513584 scopus 로고
    • Properties and selection: Irons, steels, and high-performance alloys
    • ASM International, Materials Park, OH
    • (1990) Metals Handbook, 10th ed. , vol.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.