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Circular plates resting on elastic foundation and under combined action of vertical-load and transverse force
Formulation of differential equation; by using operator method, as well as Bessel function, general result of series is derived; discussion of critical transverse force of plate buckling; deflection under symmetrical cone loading by using Fourier-Bessel series; buckling of circular plate is independent of vertical load; irregular but symmetric loading of plate can be solved by Fourier-Bessel series. In Chinese with English abstract.
Circular plates resting on elastic foundation and under combined action of vertical-load and transverse force
Formulation of differential equation; by using operator method, as well as Bessel function, general result of series is derived; discussion of critical transverse force of plate buckling; deflection under symmetrical cone loading by using Fourier-Bessel series; buckling of circular plate is independent of vertical load; irregular but symmetric loading of plate can be solved by Fourier-Bessel series. In Chinese with English abstract.
Circular plates resting on elastic foundation and under combined action of vertical-load and transverse force
J Civ Eng (Taiwan)
Yang, C.S. (author)
1966
18 pages
Article (Journal)
Chinese
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