Seismodynamics of Underground Pipelines with Arbitrary Direction of Seismic Loading
- 作者: Rashidov T.R.1, Yuldashev T.2, Bekmirzaev D.A.2
-
隶属关系:
- Institute of Mechanics and Seismic Resistance of Structures
- Academy of Sciences of the Republic of Uzbekistan
- 期: 卷 55, 编号 4 (2018)
- 页面: 243-248
- 栏目: Seismic-Resistant Construction
- URL: https://journals.rcsi.science/0038-0741/article/view/244182
- DOI: https://doi.org/10.1007/s11204-018-9533-1
- ID: 244182
如何引用文章
详细
The stress-strain state of underground pipelines three-dimensional seismic loading in the form of a damped sinusoid is studied. The results of the variation of the normal and tangential stresses as well as the intensity of the normal and tangential stresses as a function of time, coordinate, and earthquake magnitude are presented.
作者简介
T. Rashidov
Institute of Mechanics and Seismic Resistance of Structures
Email: smfe@mail.ru
乌兹别克斯坦, Tashkent
T. Yuldashev
Academy of Sciences of the Republic of Uzbekistan
Email: smfe@mail.ru
乌兹别克斯坦, Tashkent
D. Bekmirzaev
Academy of Sciences of the Republic of Uzbekistan
Email: smfe@mail.ru
乌兹别克斯坦, Tashkent
补充文件
