DISCUSSIONS AND CLOSURES
Apr 1, 1996
Discussion: Measuring Flutter Derivatives for Bridge Sectional Models in Water Channel
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VIEW THE REPLYAuthors: Nicholas P. Jones, Member, ASCE, and Robert H. Scanlan, Honorary Member, ASCEAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 122, Issue 4
0733-9399(1996)122:4(389)/asset/87341273-2683-4fa6-b624-a21d04891e93/assets/(asce)0733-9399(1996)122:4(389).fp.png)
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References
1.
Jones, N. P., Scanlan, R. H., Raggett, J., and Singh, L. (1993). “The relationship between geometric form and aeroelastic characteristics of bridge decks.”Proc., 7th U.S. Nat. Conf. Wind Engrg., UCLA, Los Angeles, Calif., 323–332.
2.
Jones, N. P., Scanlan, R. H., Sarkar, P. P., and Singh, L. (1995a). “The effect of section model details on aeroelastic parameters.”J. Wind Engrg. and Industrial Aerodynamics, 54/55, 45–53.
3.
Jones, N. P., Singh, L., Scanlan, R. H., and Lorendeaux, O. (1995b). “A force balance for measurement of 3-D aeroelastic parameters.”Proc., Struct. Congress '95, ASCE, New York, N.Y., 1639–1642.
4.
Singh, L., Jones, N. P., Scanlan, R. H., and Lorendeaux, O. (1995). “Simultaneous identification of 3-DOF aeroelastic parameters.”9th Int. Conf. on Wind. Engrg., Wiley Eastern, New Delhi, India, 972–981.
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Published In
Journal of Engineering Mechanics
Volume 122 • Issue 4 • April 1996
Pages: 389 - 390
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Apr 1, 1996
Published in print: Apr 1996
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Authors
Affiliations
Nicholas P. Jones, Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., The Johns Hopkins Univ., Baltimore, MD 21218-2686.
Robert H. Scanlan, Honorary Member, ASCE
Prof., Dept. of Civ. Engrg., The Johns Hopkins Univ., Baltimore, MD.
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