Email this article Seismodynamics of Underground Pipelines with Arbitrary Direction of Seismic Loading
- Authors: Rashidov T.R.1, Yuldashev T.2, Bekmirzaev D.A.2
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Affiliations:
- Institute of Mechanics and Seismic Resistance of Structures
- Academy of Sciences of the Republic of Uzbekistan
- Issue: Vol 55, No 4 (2018)
- Pages: 243-248
- Section: Seismic-Resistant Construction
- URL: https://journal-vniispk.ru/0038-0741/article/view/244182
- DOI: https://doi.org/10.1007/s11204-018-9533-1
- ID: 244182
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Abstract
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.
About the authors
T. R. Rashidov
Institute of Mechanics and Seismic Resistance of Structures
Email: smfe@mail.ru
Uzbekistan, Tashkent
T. Yuldashev
Academy of Sciences of the Republic of Uzbekistan
Email: smfe@mail.ru
Uzbekistan, Tashkent
D. A. Bekmirzaev
Academy of Sciences of the Republic of Uzbekistan
Email: smfe@mail.ru
Uzbekistan, Tashkent
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