Stability and second-order analyses of frames with semirigid connections under distributed axial loads

Journal of Structural Engineering

Volumn 127, Issue 11, 2001, Pages 1306-1315

  Aristizábal Ochoa, J Darío ^a  

^a UNIVERSIDAD NACIONAL DE COLOMBIA   (Colombia)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 18044402872     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:11(1306)     Document Type: Article

References (20)

1. American Concrete Institute (ACI). (1999). "Building code requirements for structural concrete and commentary." ACI 318-99, ACI 318R-99, Detroit.
2. American Institute of Steel Construction (AISC). (1989). Manual of steel construction, allowable stress design, 9th Ed., Chicago.
3. American Institute of Steel Construction (AISC). (1999). Manual of steel construction, load and resistance factor design, 2nd Ed., Chicago.
4. Aristizábal-Ochoa, J. D. (1994a). "K-factor for columns in any type of construction: Nonparadoxical approach." J. Struct. Engrg., ASCE, 120(4), 1272-1290.
5. Aristizábal-Ochoa, J. D. (1994b). "Slenderness K-factor for leaning columns." J. Struct. Engrg., ASCE, 120(10), 2977-2991.
6. Aristizábal-Ochoa, J. D. (1994c). "Stability of columns under uniform axial load with semirigid connections." J. Struct. Engrg., ASCE, 120(11), 3212-3222.
7. Aristizábal-Ochoa, J. D. (1996). "Braced, partially braced, and unbraced columns: Complete set of classical stability equations." Int. J. Struct. Engrg. and Mech., Taejon, Korea, 4(4), 365-381.
8. Aristizábal-Ochoa, J. D. (1997a). "First- and second-order stiffness matrices and load vector of beam-columns with semirigid connections." J. Struct. Engrg., ASCE, 123(5), 669-678.
9. Aristizábal-Ochoa, J. D. (1997b). "Story stability of braced, partially braced, and unbraced frames: Classical approach." J. Struct. Engrg., ASCE, 123(6), 799-807.
10. Aristizábal-Ochoa, J. D. (1997c). "Amplification factor for three-dimensional R/C framed structures: A non-paradoxical approach." ACI Struct. J., 94(5), 538-548.
11. Chen, W. F., and Lui, E. M. (1991). Stability design of steel frames, CRC, Boca Raton, Fla.
12. Cunningham, R. (1990). "Some aspects of semi-rigid connections in structural steel-work." Struct. Engrg., 68(5), 85-92.
13. Galambos, T. V., and Ellingwood, B. (1986). "Serviceability limit states: Deflection." J. Struct. Engrg., ASCE, 112(1), 67-84.
14. Gerstle, K. H. (1988). "Effects of connections on frames." Steel beam-to-column building connections, W. F. Chen, ed., Elsevier Science Publishers Ltd., New York, 241-267.
15. Monforton, G. R., and Wu, T. S. (1963). "Matrix analysis of semi-rigidly connected steel frames." J. Struct. Div., ASCE, 89(6), 13-42.
16. Salmon, C. G., and Johnson, J. E. (1996). "Frames - Braced and unbraced." Chapter 14, Steel structures: Design and behavior, 4th Ed., Harper & Collins College Publishers, New York, 917.
17. Timoshenko, S. P., and Gire, J. M. (1961). "Elastic Buckling of Bars and Frames." Theory of elastic stability, 2nd Ed., Engineering Societies Monographs, McGraw-Hill, New York, 110.
18. Xu, L., and Grierson, D. E. (1993). "Computer-automated design of semirigid steel frameworks." J. Struct. Engrg., ASCE, 119(6), 1740-1760.
19. Yang, T. Y. (1986). Finite element structural analysis, Prentice-Hall, Englewood Cliffs, N.J., 177-184.
20. Yu, C. H., and Shanmugan, N. E. (1988). "Stability of semi-rigid space frames." Comp. and Struct., 28(1), 85-91.