TECHNICAL PAPERS
Sep 1, 1987

Experimental Assessment of Wind‐Induced Vibrations

Publication: Journal of Engineering Mechanics
Volume 113, Issue 9

Abstract

The present study is initiated to investigate the possible causes for excessive lamp failure rates on high‐mast illumination towers in the state of Minnesota. The study consists of an experimental effort during which one of the illumination towers is instrumented and motion data is collected for various wind conditions. The final step of the study includes evaluation of the numerical as well as the experimental data that has been obtained from the preceding steps. This evaluation includes the identification of modes of vibration in the frequency domain, filtering of data for assessment of modal effects, and comparisons between experimental and numerical results.

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References

1.
ADINA Engineering, “ADINA User's Manual,” Report AE‐81‐1, Sep., 1981.
2.
Ahmad, M. B., Pande, P. K., and Krishna, P., “Self‐Supporting Towers under Wind Loads,” Journal of Structural Engineering, ASCE, Vol. 110, No. 2, Feb., 1984, pp. 370–384.
3.
Baker, D. G., “Climate of Minnesota‐Wind Climatology and Wind Power,” Technological Bulletin, University of Minnesota Agricultural Station, St. Paul, Minn., AD‐TB1955, 1983.
4.
Bathe, K. J., Finite Element Procedures in Engineering Analysis, Prentice‐Hall, Englewood Cliffs, N.J., 1982.
5.
Cevallos‐Candau, P. J., and Hall, W. J., “The Commonality of Earthquake and Wind Analysis,” SRS No. 472, Department of Civil Engineering, University of Illinois, Urbana, Ill., Jan., 1980.
6.
Cheung, E., and Chiu, A. L., “Extreme Winds Simulated from Short‐Period Records,” Journal of Structural Engineering, ASCE, Vol. 111, No. 1, Jan., 1985, pp. 77–94.
7.
Clough, R., and Penzien, J., Dynamics of Structures, McGraw‐Hill, New York, N.Y., 1975.
8.
Der Kieurghian, A., Sackman, J. L., and Nour‐Omid, B., “Dynamic Analysis of Light Equipment in Structures: Response to Stochastic Input,” Journal of Engineering Mechanics, ASCE, Vol. 109, No. 1, Feb., 1983, pp. 90–110.
9.
Krauthammer, T., and Rowekamp, P. A., “The Effect of Wind Induced Vibrations on Highway Lighting Bulbs,” Final Report, Minnesota Department of Transportation, St. Paul, Minn., Jul., 1985.
10.
Kwok, K. C. S., et al., “Dynamics of a Freestanding Steel Lighting Tower,” Engineering Structures, Jan., 1985, pp. 46–50.
11.
Newmark, N. M., and Rosenblueth, E., Fundamentals of Earthquake Engineering, Prentice‐Hall, Englewood Cliffs, N.J., 1971.
12.
Norton, H., Handbook of Transducers for Electronic Measuring Systems, Prentice‐Hall, Englewood Cliffs, N.J., 1969.
13.
Oppenheim, A., and Schafer, R., Digital Signal Processing, Prentice‐Hall, Englewood Cliffs, N.J., 1975.
14.
Paquet, J., “Measurement and Interpretation of Wind Effects on a 50 Meter High Tower,” Proc., Wind Effects on Buildings and Structures, Tokyo, Japan, 1971.
15.
Pertzein, J., “Wind Induced Vibration of Cylindrical Structures,” Journal of the Engineering Mechanics Division, ASCE, Vol. 83, No. 1, Jan., 1957, pp. 1–17.
16.
Plate, E., Engineering Meteorology, Elsevier, New York, N.Y., 1982.
17.
Ross, H. E., and Edwards, T. C., “Wind Induced Vibration in Light Poles,” Journal of the Structural Division, ASCE, Vol. 96, No. 6, Jun., 1970, pp. 1221–1235.
18.
Sachs, P., Wind Forces in Engineering, Pergamon Press, New York, N.Y., 1978.
19.
Sackman, J. L., Der Kiuregnian, A., and Nour‐Omid, B., “Dynamic Analysis of Light Equipment in Structures: Model Properties of The Combined System,” Journal of Engineering Mechanics, ASCE, Vol. 109, No. 1, Feb., 1983, pp. 73–89.
20.
Simiu, E., and Scanlan, R. H., Wind Effects on Structures: An Introduction to Wind Engineering, John Wiley and Sons, New York, N.Y., 1978.
21.
Vickery, J., and Kao, K. H., “Drag or Along‐Wind Response of Slender Structures,” Journal of the Structural Division, ASCE, Vol. 98, No. 1, Jan., 1972, pp. 21–36.
22.
VIPAC, Vibration Testing Work Station—Software Description and User's Manual, ANCO Engineers, Culver City, Calif., Jul., 1984.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 113Issue 9September 1987
Pages: 1387 - 1403

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Published online: Sep 1, 1987
Published in print: Sep 1987

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Authors

Affiliations

Theodor Krauthammer, M. ASCE
Assoc. Prof., Dept. of Civ. and Mineral Engrg., Univ. of Minnesota, Minneapolis, MN 55455
Paul A. Rowekamp
Struct. Engr., Bridge Dept., Minnesota Dept. of Transp., St. Paul, MN 55155
Roberto T. Leon, A. M. ASCE
Asst. Prof., Dept. of Civ. and Mineral Engrg., Univ. of Minnesota, St. Paul., MN 55455

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