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Fundamental equations presented; formulas derived to compute natural frequencies of lateral vibrations; consideration of coupling oscillations between cables and stiffening frame; effect of vertical distortion of structure incidental to its lateral movement is estimated by means of energy method; results are applied to analysis of suspension bridges subjected to static lateral forces.
Fundamental equations presented; formulas derived to compute natural frequencies of lateral vibrations; consideration of coupling oscillations between cables and stiffening frame; effect of vertical distortion of structure incidental to its lateral movement is estimated by means of energy method; results are applied to analysis of suspension bridges subjected to static lateral forces.
Lateral motion of suspension bridges
Japan Soc Civ Engrs -- Trans
Ito, M. (author)
1962
7 pages
Article (Journal)
English
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