A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
It is shown how method can be adapted to irregular type structures; equations evolved are applied to main cable and hangers by considering horizontal and vertical equilibrium of end forces of each member; expression with respect to displacements of joints of suspension bridge is obtained; examples presented describe calculation of continuous suspension bridge under action of lateral loads and main tower which deforms in longitudinal direction of bridge. (In Japanese with English summary) (29370)
It is shown how method can be adapted to irregular type structures; equations evolved are applied to main cable and hangers by considering horizontal and vertical equilibrium of end forces of each member; expression with respect to displacements of joints of suspension bridge is obtained; examples presented describe calculation of continuous suspension bridge under action of lateral loads and main tower which deforms in longitudinal direction of bridge. (In Japanese with English summary) (29370)
Finite deformation method for suspension bridges
Trans Japan Soc Civ Engrs
Goto, S. (author)
1968
10 pages
Article (Journal)
Japanese
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