DISCUSSIONS AND CLOSURES
Aug 1, 1994

Discussion of “Estimation of Damping Ratio of Cable‐Stayed Bridges for Seismic Design” by Kazuhiko Kawashima, Shigeki Unjoh, and Meguru Tsunomoto (April, 1993, Vol. 119, No. 4)

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Publication: Journal of Structural Engineering
Volume 120, Issue 8
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References

1.
Baron, F., and Lien, S. Y. (1973). “Analytical studies of a cable stayed girder bridge.” Computers and Struct., Vol. 3, 443–465.
2.
Bleich, F., and Teller, L. W. (1952). “Structural damping in suspension bridges.” Trans., ASCE, Vol. 117 (Mar.), 165–203.
3.
Hobbs, R. E., and Raoof, M. (1984). “Hysteresis in bridge strand.” Proc., Instn. Civ. Engrs., London, England, 77(part 2), 445–464.
4.
Raoof, M., and Hobbs, R. E. (1988). “Torsion tests on large spiral strands.” J. Strain Analysis, 23(2), 97–104.
5.
Raoof, M. (1990). “Comparison between the performance of newly manufactured and well‐used spiral strands.” Proc., Instn. Civ. Engrs., London, England, 89(part 2), 103–120.
6.
Raoof, M. (1991). “Cable axial damping prediction from first principles.” J. Strain Analysis, 26(4), 221–229.
7.
Wyatt, T. A. (1977). “Mechanics of damping.” Symp. on Dynamic Behavior of Bridges; Supplementary Rep. 275, Transport and Road Research Laboratory, Crowthorne, Berkshire, England, 10–21.
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Wyatt, T. A. (1980). “On the dynamic properties of cable‐stayed bridges.” J. Constructional Steel Res., 1(1), 10–17.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 120Issue 8August 1994
Pages: 2548 - 2550

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Published online: Aug 1, 1994
Published in print: Aug 1994

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Mohammed Raoof
Prof., Dept. of Civ. and Bldg. Engrg., Loughborough Univ. of Technol., Loughborough, Leicester, LE11 3TU, England
Formerly, Bridon Prof., School of Arch. and Civ. Engrg., South Bank Univ., Wandsworth Rd., London, England

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