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Features of the joint work of structures and pile foundations on loess foundations

Zakiryo BuzrukovNamangan Engineering Construction Institute, Namangan, UzbekistanIlkhom YakubjanovNamangan Engineering Construction Institute, Namangan, UzbekistanMukhtorzhon UmatalievNamangan Engineering Construction Institute, Namangan, Uzbekistan
E3S Web of Conferencesjournal2021en
ABI

Аннотация

This paper presents the results of using frame structures in industrial construction with pile foundations under dynamic influences. In the course of the study, a set of formulas were derived to determine the amplitude-frequency characteristics of the system "flat frame-grillage-group of piles" at different levels of action of loads excited from the seismic platform, and natural frequencies were calculated, bending moments, shear forces at the points of fixation of the system elements were determined. The results of calculations and analysis make it possible to obtain the dynamic characteristics of a flat frame on pile foundations, which are necessary for subsequent calculations.

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