TECHNICAL NOTE
Sep 1, 1993
Minimum Lateral Stiffness for Equally Spaced Braces in Columns
Authors: Hai‐Yan Zhang, Jean‐Guy Beliveau, Member, ASCE, and Dryver R. Huston, Member, ASCEAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 119, Issue 9
0733-9399(1993)119:9(1888)/asset/d7817fa3-45d1-40ae-bf0a-55e3b8cb0330/assets/(asce)0733-9399(1993)119:9(1888).fp.png)
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References
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Blevins, R. D. (1979). Formulas for natural frequency and mode shape, Van Nostrand Reinhold Co., New York, N.Y., 48–51.
2.
Chajes, A. (1974). Principles of structural stability theory, Prentice‐Hall, Englewood Cliffs, N.J.
3.
Galambos, T. V. (1964). “Lateral support for tier building frames.” AISC Engrg. J., 1, 16–19.
4.
Salmon, C., and Johnson, J. E. (1990). Steel structures: behavior and design, 3rd Ed., Harper & Row Publishers, New York, N.Y., 579–584.
5.
Thomson, W. T. (1972). Theory of vibration with applications, Prentice‐Hall, Englewood Cliffs, N.J.
6.
Winter, G. (1960). “Lateral bracing of columns and beams.” Trans., ASCE, 125, 807–845.
7.
Zhang, H.‐Y. (1992). Approximate method for minimum bracing stiffness for stability of repeated structures, M.S. thesis, Univ. of Vermont, Burlington, Vt.
Information & Authors
Information
Published In
Journal of Engineering Mechanics
Volume 119 • Issue 9 • September 1993
Pages: 1888 - 1897
Copyright
Copyright © 1993 American Society of Civil Engineers.
History
Received: Jun 17, 1992
Published online: Sep 1, 1993
Published in print: Sep 1993
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Authors
Affiliations
Hai‐Yan Zhang
Res. Fellow, Turner‐Fairbanks Hwy. Res. Ctr., Federal Hwy. Admin., 6300 Georgetown Pike, McLean, VA 22101‐2296
Jean‐Guy Beliveau, Member, ASCE
Chmn., Civ. and Environ. Engrg., Univ. of Vermont, Burlington, VT 05405‐0156
Dryver R. Huston, Member, ASCE
Assoc. Prof., Univ. of Vermont, Civ. and Mech. Engrg., Burlington, VT
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