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Use of characteristic imperfect shape and its application to buckling of isolated column; basis for design of structures subject to buckling is proposed; structure is assumed to be initially imperfect in shape, shape chosen being characteristic shape of equivalent ideal structure; method is claimed to have advantages of being general, rational and convenient.
Use of characteristic imperfect shape and its application to buckling of isolated column; basis for design of structures subject to buckling is proposed; structure is assumed to be initially imperfect in shape, shape chosen being characteristic shape of equivalent ideal structure; method is claimed to have advantages of being general, rational and convenient.
Buckling in steel structures -- 1
Queensland. Univ -- Dept Civ Eng -- Bul
O'Connor, C. (author)
1965
26 pages
Article (Journal)
English
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