A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Dynamics of a Freestanding Steel Lighting Tower
Results of full scale measurements of the dynamic characteristics of a steel lighting tower at the Sydney Cricket Ground in New South Wales, Australia, are presented in this paper. The first three natural frequencies of vibration were found to be 0.50 Hz, 2.40 Hz and 4.84 Hz respectively. The corresponding mode shapes were also determined. These results are compared with those obtained from a plane rigid frame dynamic analysis computer program and found to be in good agreement.
Dynamics of a Freestanding Steel Lighting Tower
Results of full scale measurements of the dynamic characteristics of a steel lighting tower at the Sydney Cricket Ground in New South Wales, Australia, are presented in this paper. The first three natural frequencies of vibration were found to be 0.50 Hz, 2.40 Hz and 4.84 Hz respectively. The corresponding mode shapes were also determined. These results are compared with those obtained from a plane rigid frame dynamic analysis computer program and found to be in good agreement.
Dynamics of a Freestanding Steel Lighting Tower
K. C. S. Kwok (author) / G. J. Hancock (author) / P. A. Bailey (author) / P. T. Haylen (author)
1983
30 pages
Report
No indication
English
Dynamics of a freestanding steel lighting tower
| TIBKAT | 1983
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