메뉴 건너뛰기




Volumn 127, Issue 10, 2001, Pages 1214-1220

Basis and application of simple interaction formula for steel frames under fire conditions

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; DETERIORATION; DYNAMIC LOADS; FIRE RESISTANCE; ITERATIVE METHODS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; TEMPERATURE;

EID: 0035482033     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:10(1214)     Document Type: Article
Times cited : (13)

References (13)
  • 1
    • 0006620777 scopus 로고
    • Structural use of steelwork in building. Part 1: Code of practice for design in simple and continuous construction: Hot rolled sections
    • British Standards Institution (BSI); London
    • (1990) BS 5950
  • 2
    • 0006622835 scopus 로고
    • Eurocode 3: Design of steel structures. Part 1.1: General rules and rules for building
    • Comité Européen de Normalisation (CEN); European Committee for Standardization, Brussels
    • (1992) ENV 1993-1-2
  • 3
    • 0006600902 scopus 로고
    • Eurocode 3: Design of steel structures. Part 1.2: General rules - Structural fire design
    • Comité Européen de Normalisation (CEN); European Committee for Standardization, Brussels
    • (1995) ENV 1993-1-1
  • 10
    • 4243229830 scopus 로고    scopus 로고
    • Behavior of steel structures in fire conditions
    • Final Year Proj., School of Civ. and Struct. Engrg., Nanyang Technological University, Singapore
    • (2000)
    • Tang, C.Y.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.