Mаss variation technique for specifying parameters of the vibration method dynamic model

A. М. YugovDonbas National Academy of Civil Engineering and ArchitectureYe. V. DenisovDonbas National Academy of Civil Engineering and Architecture
Abstract: It is often quite a multi factor task to determin e a stressed state of structures under operation. One of the methods that allow s solv ing this task for frame structures is the vibrati on method based on the dependence of natural lateral vibration frequency of a frame structure rod on a longitudinal force in it. The main idea of apply ing the vibrati on method is to determine the parameters of the accepted dynamic model – an effective rod length and the coefficient s of elastic fastening of boundary points. F or determining these parameters a technique of an additional loading and additional bonds were developed by the scientists of the Central Research Institute of Building structures in the 70-s of the last century. But these methods were not widely used because of the complexity of their in-situ application. The paper presents the basic theoretical principles of another technique for specifying parameters of the vibrati on method dynamic model , that is the mass variation method. That is the simplest method in terms of its practical application and it provides a sufficient accuracy of the vibrat ion method.

Keywords: a vibrat ion method, a dynamic model, a mass variation method.

Pages: 103-111.

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For citation: Yugov, A. М.; Denisov, Ye. V. Mаss variation technique for specifying parameters of the vibration method dynamic model. – Text : electronic. – In: Metal Constructions. – 2007. – Vol. 13, N 2. – Р. 103-111. – URL: https://donnasa.ru/publish_house/journals/mk/2007-2/04_yugov_denisov.pdf (date of access: 21.11.2024). – ISSN 1993-3517.


Issue Cover
Vol. 13, N 2 (2007)
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture