Method for calculating underground special structures under dynamic impacts and natural vibration
B. Z. NuriddinovTashkent Institute of Chemical Technology;
Bukhara State UniversityB. N. MirzakabilovTashkent Institute of Chemical TechnologU. S. KurbonovJizzakh State Pedagogical University named after Abdulla Kadyri
ABI
Abstract
The solution to the problem of vibrations of a vertically oriented rod under dynamic loads is considered. Studies on the investigation of the stress-strain state and natural vibration of special-purpose underground structures under dynamic loads have been analyzed. The problem of the vibration of a vertically oriented rod under dynamic loads has been solved. It has been established that the issue of ensuring their seismic resistance depends on the properties of the soil environment, the design features of the structure and the applied seismic protection measures, the geometric dimensions and physical-mechanical properties of the material of the structures, the depth of their foundation, the nature of seismic impacts, etc.
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