DISCUSSIONS AND CLOSURES
May 1, 2008

Discussion of “Stability and Ductility of Thin-Walled Circular Steel Columns under Cyclic Bidirectional Loading” by Yoshiaki Goto, Kunsheng Jiang, and Makoto Obata

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Publication: Journal of Structural Engineering
Volume 134, Issue 5
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References

ABAQUS. (2004). ABAQUS analysis user’s manual, ABAQUS Inc., Providence, R.I.
Gao, S., Usami, T., and Ge, H. (1998). “Ductility evaluation of steel bridge piers with pipe sections.” J. Eng. Mech., 124(3), 260–267.
Goto, Y., Wang, Q., and Obata, M. (1998). “FEM analysis for hysteretic behavior of thin-walled columns.” J. Struct. Eng., 124(11), 1290–1301.
Nishikawa, K., Yamamoto, S., Natori, T., Terao, K., Yasunami, H., and Terada, M. (1998). “Retrofitting for seismic upgrading of steel bridge columns.” Eng. Struct., 20(4–6), 540–551.
Ucak, A., and Tsopelas, P. (2006). “Cellular and corrugated cross-sectioned thin walled steel bridge-piers/columns.” Struct. Eng. Mech., 24(3), 355–374.
Ucak, A., and Tsopelas, P. (2007). “Deformation capacities of tubular thin walled columns under bi-directional cyclic loading.” Proc., 2007 Pacific Structural Steel Conf.: Steel Structures in Natural Hazards, HERA, New Zealand, 301–306.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 134Issue 5May 2008
Pages: 865 - 867

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Published online: May 1, 2008
Published in print: May 2008

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Alper Ucak, M.ASCE [email protected]
Graduate Student, Dept. of Civil Engineering, The Catholic Univ. of America, Washington, D.C. 20064. E-mail: [email protected]
Panos Tsopelas, M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, The Catholic Univ. of America, Washington, D.C. 20064. E-mail: [email protected]

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