Influence of the inertia force of underground pipeline systems under seismic loads
A. A. Ishanxodjaev, Diyorbek Bekmirzaev, Ruslan Ospanov, Sh. B. Axmedov, D. T. Usmonov
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.
Topics & Concepts
Pipeline transportPipeline (software)InertiaFictitious forceStress (linguistics)Geotechnical engineeringStructural engineeringSeismic loadingGeologyEngineeringMechanicsMechanical engineeringPhysicsClassical mechanicsPhilosophyLinguisticsGeotechnical Engineering and Underground StructuresMaterial Properties and Failure MechanismsGeotechnical and Geomechanical Engineering