Story stability of semi-braced steel frames

Journal of Constructional Steel Research

Volumn 58, Issue 4, 2002, Pages 467-491

  Xu, L ^a   Liu, Y ^a  

^a UNIVERSITY OF WATERLOO   (Canada)

Author keywords

Effective length; Lateral bracing; Semi brace; Stability; Steel frame; Story based buckling

Indexed keywords

STRUCTURAL FRAMES;

LATERAL BRACING;

STEEL STRUCTURES;

STEEL FRAME;

EID: 0037070679     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(01)00063-3     Document Type: Article

References (15)

1. Lateral bracing of columns and beams
2. The effective length of column in unbraced frame
3. K-factor for columns in any type of construction: Nonparadoxical approach
4. Story stability of braced, partially braced, and unbraced frames: Classical approach
5. An improved K-factor formula
6. Stability of unbraced frames under non-proportional loading
7. Matrix analysis of semi-rigidly connected frames
8. Effect of end restraint on column strength: Practical applications
9. Stability design criteria for steel members and frames in the United States
10. Effective length factor of columns in semi-rigid and unbraced frames
11. Semi-rigid frame design methods for practising engineers
12. Effect of connection on frames