Story-based effective length factors for unbraced PR frames

Engineering Journal

Volumn 39, Issue 1, 2002, Pages 13-29

  Xu, Lei ^a   Liu, Yuxin ^a  

^a UNIVERSITY OF WATERLOO   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; BUCKLING; COLUMNS (STRUCTURAL); COMPRESSIVE STRESS; ELASTICITY; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

COMPRESSIVE MEMBERS; STRUCTURAL STABILITY;

STRUCTURAL FRAMES;

EID: 0036505918     PISSN: 00138029     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (32)

1. Story stability of braced, partially braced, and unbraced frames: Classical approach
2. Effect of end restraint on column strength - Practical applications
3. Improved G-factor method for evaluating effective lengths of column
4. K-factor paradox
5. Semi-rigid frame design methods for practicing engineers
6. Some aspects of semi-rigid connections in structural steel works
7. Effective length factor for columns in braced frames
8. Effective length factor for columns in unbraced frames
9. Beam-column design in steel frameworks-insights on current methods and trends
10. Effective length factor of columns in semirigid and unbraced frames
11. A practical method of second order analysis, part 2-rigid frame
12. A novel approach for K factor determination
13. Column effective length factor for semi-rigid frames
14. Matrix analysis of semi-rigidly connected frames
15. K Factor for unbraced frames: Alignment chart accuracy for practical frame variations
16. An assessment of K factor formulas
17. Lateral bracing of columns and beams
18. Story stability of semi-braced steel frames
19. The effective length of column in unbraced frame