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
ABI
Abstract
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.
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