A linearized finite displacement theory of the Timoshenko beam is formulated as the counterpart to so-called beam-column theory of the Bernoulli-Euler beam. The corresponding stiffness equation is derived in a useful form for practical applications. Both theory and stiffness equations result in the same buckling load as the Engesser formula which has been considered reasonable from the theoretical point of view.
|Number of pages||6|
|Journal||Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers|
|Issue number||362 /I-4|
|Publication status||Published - 1985 Oct 1|
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