An indirect method for determining the dynamic properties of soils at modeling the vibrating effects of technological equipment on the building structures

4th International Conference on Safety Problems of Civil Engineering Critical Infrastructures

土木建筑工程

Alirzaev, I.Sh.^1 ; Rakhimov, A.Sh.^1 ; Sova, N.S.^1

Voronezh State Technical University, 20-letiya Oktyabrya St, 84, Voronezh

394006, Russia^1

关键词: Dynamic effects;    Dynamic property;    Elastic characteristic;    Full-scale dynamic tests;    Natural and forced oscillations;    Structural vibrations;    Technical conditions;    Technological equipments;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/481/1/012015/pdf
DOI  :  10.1088/1757-899X/481/1/012015

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

The results of experimental studies of the elastic characteristics of soil bases are presented in the simulation of dynamic loads from machinery and equipment to building structures. In the course of work on the inspection of the technical condition of building structures, the authors developed an experimental and theoretical method for determining the elastic characteristics of soil bases. The proposed method involves carrying out full-scale dynamic tests in the mode of natural and forced oscillations.