Seismodynamics of Underground Pipelines with Arbitrary Direction of Seismic Loading


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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

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