Seismodynamics of Underground Pipelines with Arbitrary Direction of Seismic Loading
- Авторы: Rashidov T.R.1, Yuldashev T.2, Bekmirzaev D.A.2
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Учреждения:
- Institute of Mechanics and Seismic Resistance of Structures
- Academy of Sciences of the Republic of Uzbekistan
- Выпуск: Том 55, № 4 (2018)
- Страницы: 243-248
- Раздел: 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
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Аннотация
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.
Об авторах
T. Rashidov
Institute of Mechanics and Seismic Resistance of Structures
Email: smfe@mail.ru
Узбекистан, Tashkent
T. Yuldashev
Academy of Sciences of the Republic of Uzbekistan
Email: smfe@mail.ru
Узбекистан, Tashkent
D. Bekmirzaev
Academy of Sciences of the Republic of Uzbekistan
Email: smfe@mail.ru
Узбекистан, Tashkent
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