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A platform for research: civil engineering, architecture and urbanism
Behavior of structures subjected to forced vibration
Modes of free vibration and reciprocal theorem and Muller-Breslau's principle as applied to steady state forced vibration; parallel drawn between behavior of simply supported beam and continuous structure; similarity shown between shapes of mode and of free vibration, influence line for deflection and for bending moment; reference to author's previous work, indexed in Engineering Index 1953 p 412.
Behavior of structures subjected to forced vibration
Modes of free vibration and reciprocal theorem and Muller-Breslau's principle as applied to steady state forced vibration; parallel drawn between behavior of simply supported beam and continuous structure; similarity shown between shapes of mode and of free vibration, influence line for deflection and for bending moment; reference to author's previous work, indexed in Engineering Index 1953 p 412.
Behavior of structures subjected to forced vibration
Am Soc Civ Engrs -- Proc Separate
Looney, C.T.G. (author)
1954
35 pages
Article (Journal)
English
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