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A platform for research: civil engineering, architecture and urbanism
Stresses and deformations in elastic frames
Stresses in simply-stiff framework depend only on its geometry and on loading; displacements of such frame are governed by elastic properties of its members; in structures which carry moving loads use of influence lines facilitates analysis; use of Williot-Mohr diagram for determination of displacements at all nodes; analytical procedure is developed for simply-stiff and redundant frames; examples of application.
Stresses and deformations in elastic frames
Stresses in simply-stiff framework depend only on its geometry and on loading; displacements of such frame are governed by elastic properties of its members; in structures which carry moving loads use of influence lines facilitates analysis; use of Williot-Mohr diagram for determination of displacements at all nodes; analytical procedure is developed for simply-stiff and redundant frames; examples of application.
Stresses and deformations in elastic frames
Instn Civ Engrs -- Proc
Pippard, A.J.S. (author) / Chitty, L. (author)
1960
18 pages
Article (Journal)
English
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