Stability of slender columns on an elastic foundation with generalised end conditions
Slender columns’ lateral stability under compressive axial loads is presented, with uninhibited, partially inhibited and totally inhibited end side-sway, including the effects of semi-rigid connections and a uniformly distributed lateral elastic foundation (Winkler's type) throughout its entire...
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| Format: | Article |
| Language: | English |
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Universidad Nacional de Colombia
2013-09-01
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| Series: | Ingeniería e Investigación |
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| Online Access: | https://revistas.unal.edu.co/index.php/ingeinv/article/view/41041 |