Method for Calculating Underground Special Structures under Dynamic Impacts and Natural Vibration
B. Z. NuriddinovBukhara State University, 200117, Bukhara, Republic of UzbekistanB. N. MirzakabilovTashkent Institute of Chemical Technology, 100011, Tashkent, Republic of UzbekistanU. S. KurbonovAbdulla Kadyri Jizzakh State Pedagogical University, 130100, Jizzakh, Republic of Uzbekistan
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 are analyzed. The problem of the vibration of a vertically oriented rod under dynamic loads is solved. It is 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.
Topics
Identifiers
Citations and references
Cited by 09 references
Metrics — AkademScholar · Coming soon