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Journal of Structural Engineering

Volumn 127, Issue 4, 2001, Pages 461-469

Strength and stability of steel frames in fire: Rankine approach

(3) Toh, W S a Tan, K H a Fung, T C a

a NANYANG TECHNOLOGICAL UNIVERSITY (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; BUCKLING; FINITE ELEMENT METHOD; FIRE RESISTANCE; RESIDUAL STRESSES; STABILITY; STEEL STRUCTURES; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; THERMAL EFFECTS; THERMODYNAMICS;

BEAM COLUMN STIFFNESS RATIO; COLUMN AND FRAME SLENDERNESS RATIOS; ELASTIC BUCKLING ANALYSIS; RANKINE PRINCIPLE; RIGID PLASTIC ANALYSIS; STEEL FRAMES; STEEL GRADE;

STRUCTURAL FRAMES;

EID: 0035314647 PISSN: 07339445 EISSN: None Source Type: Journal
DOI: 10.1061/(ASCE)0733-9445(2001)127:4(461) Document Type: Article

Times cited : (31)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.