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Problems concerning elastic stability in structures
Problems involving buckling of built-up columns, buckling of compressed top chord of half-through span, and stability of webs of columns, struts, and girders, are considered as illustrations of cases in which strength of structure does not depend on ultimate strength of material used, but on elastic stability of members. (See also - discussion no. 7, Sept. 1929, pp. 1889-1898, 4 figs.)
Problems concerning elastic stability in structures
Problems involving buckling of built-up columns, buckling of compressed top chord of half-through span, and stability of webs of columns, struts, and girders, are considered as illustrations of cases in which strength of structure does not depend on ultimate strength of material used, but on elastic stability of members. (See also - discussion no. 7, Sept. 1929, pp. 1889-1898, 4 figs.)
Problems concerning elastic stability in structures
Am. Soc. Civil Engrs. -- Proc
Timoshenko, S. (author)
1929
21 pages
13 Figs.
Article (Journal)
English
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