Maqola

Influence of the inertia force of underground pipeline systems under seismic loads

A. A. IshanxodjaevTashkent State Transport University, Tashkent, UzbekistanDiyorbek BekmirzaevTashkent State Transport University, Tashkent, UzbekistanRuslan OspanovTashkent State Transport University, Tashkent, UzbekistanSh. B. AxmedovTashkent State Transport University, Tashkent, UzbekistanD. T. UsmonovTashkent State Transport University, Tashkent, Uzbekistan

AIP conference proceedingsjournal2022en

ABI

Annotatsiya

The article provides research on assessing the degree of influence of inertial forces when solving problems of seismodynamics of underground polymer pipelines. The problems of the stress-strain state of underground pipeline systems under seismic impact are considered. The tasks are solved by analytical methods. Dangerous points of occurrence of maximum normal stresses under the influence of seismic loads on the underground pipeline of elastic interaction in the “pipe-soil” system are determined.

Hali tarjima qilinmagan

Mavzular

Geotechnical Engineering and Underground Structures Material Properties and Failure Mechanisms Geotechnical and Geomechanical Engineering

Identifikatorlar

DOI: 10.1063/5.0119606

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11 ta iqtibos 5 ta foydalanilgan manba

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