FREE VIBRATIONS OF A VERTICAL SUPPORT COMPRISED OF THREE ORTHOTROPIC CYLINDRICAL PANELS REINFORCED WITH CROSS FIBERS IN CONTACT WITH VISCOUSLY ELASTIC SOIL

被引:0
|
作者
Ganiev, D. S. [1 ]
机构
[1] Azerbaijan Univ Architecture & Construct AUAC, AZ-1073 Baku, Azerbaijan
关键词
bridge supports; natural vibrations; Hamilton's least-action principle;
D O I
10.1134/S0021894421060079
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Natural vibrations of supports comprised of three cylindrical panels supported by ring elements and soil are under study. A system of equations describing the problem is constructed using Hamilton's least-action principle. A dependence between the frequency characteristics and the geometric parameters of the support is investigated.
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页码:936 / 942
页数:7
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