The buckling loads of unbraced PR frames under non-proportional loading

Journal of Constructional Steel Research

Volumn 58, Issue 4, 2002, Pages 443-465

  Xu, Lei ^a  

^a UNIVERSITY OF WATERLOO   (Canada)

Author keywords

Buckling load; Linear programming; Non proportional loading; PR frame; Story based buckling; Unbraced steel frame

Indexed keywords

BEAMS AND GIRDERS; BUCKLING; COLUMNS (STRUCTURAL); ELASTICITY; LINEAR PROGRAMMING; STRUCTURAL DESIGN; STRUCTURAL LOADS;

PARTIALLY RESTRAINED (PR) FRAMES;

STRUCTURAL FRAMES;

BUCKLING; STEEL FRAME;

EID: 0037070678     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(01)00065-7     Document Type: Article

References (21)

1. Effective length of framed columns
2. A practical method of second order analysis part 2 rigid frame
3. Effect of end restraint on column strength: Practical applications
4. Stability design criteria for steel members and frames in the United States
5. Column design in gravity-loaded frames
6. Effective length factor of columns in semi-rigid and unbraced frames
7. Semi-rigid frame design methods for practising engineers
8. The effective length of column in unbraced frame
9. Storey stability of braced, partially braced, and unbraced frames: Classical approach
10. An improved K-factor formula
11. Stability of unbraced frames under non-proportional loading
12. Matrix analysis of semi-rigidly connected frames
13. Storey-stability of semi-braced steel frames
14. Bracing for stability
15. An assessment of K factor formulas
16. Effect of connection on frames