Free Vibrations of Retaining Walls Comprised of Reinforced Orthotropic Cylindrical Shells in Contact with Soil
- 作者: Latifov F.1, Ganiev D.1
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隶属关系:
- Azerbaijan University of Architecture and Construction
- 期: 卷 60, 编号 5 (2019)
- 页面: 920-925
- 栏目: Article
- URL: https://journals.rcsi.science/0021-8944/article/view/161650
- DOI: https://doi.org/10.1134/S002189441905016X
- ID: 161650
如何引用文章
详细
This paper describes a study of the dynamic strength characteristic—the natural vibration frequency of a retaining wall comprised of two orthotropic cylindrical shells reinforced by discretely distributed annular rods. The problem is solved using the Hamilton-Ostrogradsky variational principle. A frequency equation is constructed, its roots are determined, and their dependence on the physical and geometric parameters of the problem is investigated.
作者简介
F. Latifov
Azerbaijan University of Architecture and Construction
编辑信件的主要联系方式.
Email: flatifov@mail.ru
阿塞拜疆, Baku, AZ1073
D. Ganiev
Azerbaijan University of Architecture and Construction
Email: flatifov@mail.ru
阿塞拜疆, Baku, AZ1073