Nonlinear effect on instability of steel solumns under dynamic axial loads

Journal of Structural Engineering

Volumn 131, Issue 12, 2005, Pages 1832-1840

  Yabuki, Tetsuya ^a   Arizumi, Yasunori ^a   Akamine, Fumishige ^b   Lu, Le Wu ^c  

^a UNIVERSITY OF THE RYUKYUS   (Japan)

^b MITSUBISHI CORPORATION   (Japan)

^c Lehigh University   (United States)

Author keywords

Axial loads; Dynamic analysis; Dynamic loads; Dynamic stability; Load resistance; Nonlinear analysis; Steel columns

Indexed keywords

AXIAL LOADS; DYNAMIC ANALYSIS; DYNAMIC STABILITY;

DYNAMIC LOADS; STEEL; STRUCTURAL LOADS;

COLUMNS (STRUCTURAL);

EID: 29044445603     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:12(1832)     Document Type: Article

References (13)

1. Akamine, F. (1992). "Study on dynamic ultimate strength of beam-column members." Master thesis, Graduate School of Engineering, Univ. of Ryukyu, Ryukyu, Japan.
2. Belieav, N. M. (1924). "Stability of prismatic rods subjected to variable longitudinal forces." Eng. Constr. Structural Mechanics, 149-167.
3. Bolotin, V. V. (1964). The dynamic stability of elastic systems, Holden-Day, San Francisco.
4. Chaallal, O. (1992). "Finite element model for seismic RC coupled walls having slender coupling beams." J. Struct. Eng., 118(10), 2936-2943.
5. Galambos, T. V., ed. (1998). Guide to stability design criteria for metal structures, 5th Ed., Structural Stability Research Council, Wiley, New York.
6. Kato, B., and Le-Wu, L. (1972). "Instability effects under dynamic and repeated load." Proc., 1st Int. Conf. on Tall Buildings, Vol. II, Lehigh Univ., Bethlehem, Pa., 59-77.
7. Khudada, A. E., and Geschwindner, L. F. (1997). "Nonlinear dynamic analysis of steel frames by modal superposition." J. Struct. Eng., 123(11), 1519-1527.
8. Kuranishi, S., and Nakajima, A. (1985). "Failure of elasto-plastic columns with initial crookedness in parametric resonance." Proc., JSCE, 356(13), 207-216.
9. Kuranishi, S., and Yabuki, T. (1981). "Effect of lateral bracing rigidities on the ultimate strength of steel arch bridges." Proc., JSCE, 305, 47-58 (in Japanese).
10. Nishino, F., ed. (1997). Design code for steel structures part A: Structures in general, Committee on Steel Structures, JSCE, Tokyo.
11. Yabuki, T., Arizumi, Y., Akamine, F., and Le-Wu, L. (2003). "Steel column member resistance to dynamic instability under transverse excitation." Proc., Int. Conf. of Steel Structures in Seismic Areas (STESSA 2003), Naples, Italy, 217-221.
12. Yabuki, T., Arizumi, Y., Gentile, C., and Le-Wu, L. (2000). "Inelastic dynamic instabilities of steel columns." Proc., 7th Int. Symp. on Structural Failure and Plasticity (IMPLAST 2000), Melbourne, Australia, 527-532.
13. Yabuki, T., Vinnakota, S., and Kuranishi, S. (1983). "Lateral load effect on strength of steel arch bridge structures." J. Struct. Eng., 109(10), 2434-2449.