The effective length factor of columns in unsymmetrical frames asymmetrically loaded
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s42107-018-0038-z/fulltext.html
Reference26 articles.
1. Adman, R., & Saidani, M. (2013). Elastic buckling of columns with end restraint effects. Journal of Constructional Steel Research, 87, 1–5.
2. Aristizabal-Ochoa, J. D. (1994a). K-factor for columns in any type of construction: Nonparadoxical approach. Journal of Structural Engineering, 120(4), 1272–1290.
3. Aristizabal-Ochoa, J. D. (1994b). Slenderness K factor for leaning columns. Journal of Structural Engineering, 120(10), 2977–2991.
4. Aristizabal-Ochoa, J. D. (1994c). Stability of columns under uniform axial load with semirigid connections. Journal of Structural Engineering, 120(11), 3212–3222.
5. Aristizabal-Ochoa, J. D. (1996). Braced, partially braced and unbraced columns: Complete set of classical stability equations. Structural Engineering and Mechanics, 4(4), 365–381.
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