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Unidimensional Euler-type differential equations of elasticity are derived for conical bars and applied to determination of conical tower deflection under hyperbolical and under uniform distribution of wind load; method applicable to other conical or pyramid-shaped structures such as chimneys, bridge piers, and pylons.
Unidimensional Euler-type differential equations of elasticity are derived for conical bars and applied to determination of conical tower deflection under hyperbolical and under uniform distribution of wind load; method applicable to other conical or pyramid-shaped structures such as chimneys, bridge piers, and pylons.
Elasticity equations and deformations of conical bars
Die konischen Staebe, ihre Elastizitaetsgleichungen und Verformungen
Likar, O. (Autor:in)
Bautechnik ; 41
1964
3 pages
Aufsatz (Zeitschrift)
Deutsch
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