Stability of columns in unbraced frames

Journal of Structural Engineering

Volumn 123, Issue 7, 1997, Pages 952-957

  Essa, Hesham S ^a  

^a AIN SHAMS UNIVERSITY   (Egypt)

Author keywords

[No Author keywords available]

Indexed keywords

DESIGN; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; STABILITY; STIFFNESS; STRUCTURAL FRAMES;

UNBRACED MULTISTORY FRAMES;

COLUMNS (STRUCTURAL);

EID: 0031185401     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:7(952)     Document Type: Article

References (11)

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3. Duan, L., and Chen, W. F. (1988) "Effective length factor for columns in braced frames." J. Struct. Engrg., ASCE, 114(10), 2357-2370.
4. Duan, L . and Chen, W. F. (1989). "Effective length factor for columns in unbraced frames." J. Struct. Engrg., ASCE, 115(1), 149-165.
5. Galambos, T. V. (1968). Siructural members and frames. Prentice-Hall, Inc., London. U.K.
6. Hajjar, J. F. and While, D. W. (1994) "The accuracy of column stability calculations in unbraced frames and the influence of columns with effective length factor less than one." AISC Engrg. J., 31(3), 81-97.
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8. Kavanagh, T. C. (1962). "Effective length of framed columns." Trans., ASCE, 127(11) 81-101.
9. LeMessurier, W. J. (1977). "A practical method of second order an." Part 2 - Rigid frames." AISC Engrg. J., 14(2), 49.
10. Lui, E. M. (1992) "A novel approach for K factor determination." AISC Engrg. J., 29(4), 150-159.
11. Yura, J. A. (1971) "The effective length of columns in unbraced frames." AISC Engrg. J., 8(2), 37-42.