Structural performance of rotationally restrained steel columns in fire

Fire Safety Journal

Volumn 36, Issue 7, 2001, Pages 679-691

  Ali, Faris ^a   O'Connor, David ^a  

^a UNIVERSITY OF ULSTER   (United Kingdom)

Author keywords

Effective length; Fire; Rotational Restraint; Steel columns; Steel frames

Indexed keywords

COLUMNS (STRUCTURAL); FLAME RESEARCH; STEEL STRUCTURES; STEEL TESTING; STRUCTURAL FRAMES;

STEEL COLUMNS;

FLAMMABILITY TESTING;

EID: 0035480123     PISSN: 03797112     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0379-7112(01)00017-0     Document Type: Article

References (10)

1. The effect of axial restraint on the fire resistance of steel columns
2. Effect of axial restraint on steel columns behaviour during fire
3. The behavior of steel columns in fire
4. The critical temperature of steel columns with restrained thermal elongation
5. Fire resistance of columns in steel frames
6. Local column heating
7. On the fire resistance of structural steel elements derived from standard fire tests or by calculation
8. Fire resistance of steel columns with elastically restrained axial elongation and bending