Research Article
Apr 1966

Analysis of Four-legged Tower for Dynamic Loads

Publication: Journal of the Engineering Mechanics Division
Volume 92, Issue 2

Abstract

An analysis, applicable to wind-loaded tower structures and wave-loaded off-shore platforms, is presented. First a mathematical analysis, which considers time dependent loadings, a large number of degrees of freedom and internal and external damping, is formulated to determine resonant frequencies along with the corresponding peak forces and displacements. Second a physical model analysis for a specific tower structure is carried out to confirm and extend the results from the mathematical model. A welded four-legged steel tower, 36-in. high is externally loaded by an electro-magnetic shaker. Resonant frequencies are determined by a force gage and visual observations with stroboscopic light.

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Journal of the Engineering Mechanics Division
Volume 92Issue 2April 1966
Pages: 61 - 73

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Published in print: Apr 1966
Published online: Feb 3, 2021

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David P. Billington, M.ASCE
Prof. of Civ. Engrg., Princeton Univ., Princeton, N. J.
William S. Gaither
Bechtel Corp., San Francisco, Calif.; formerly, Graduate Student, Dept. of Civ. Engrg., Princeton Univ., Princeton, N. J.
Alan M. Ebner, AM.ASCE
Graduate Student, Dept. of Civ. Engrg., Princeton Univ., Princeton, N. J.

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