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Buckling capacities of braced heavy columns under an axial load

✍ Scribed by C.M. Wang; K.K. Ang


Publisher
Elsevier Science
Year
1988
Tongue
English
Weight
699 KB
Volume
28
Category
Article
ISSN
0045-7949

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Bessel functions and buckling of the uni
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## If one considers the set of vertical and horizontal loads applied to the column with constant inertia, the classical homogeneous Euler differential equation of the third-order expressing the behavior of the column under its own weight uniformly distributed along the vertical axis is transformed i