| International Conference on Construction, Architecture and Technosphere Safety 2017 | |
| Nonlinear Oscillations of Elastic Curved Plate Carried to the Associated Masses System | |
| 土木建筑工程 | |
| Sysoyev, O.Ye.^1 ; Dobryshkin, A.Yu.^2 ; Naing, N.S.^2 | |
| Faculty of Cadastre and Civil Engineering, Komsomolsk-on-Amur State Technical University, Lenin Ave., 27, Komsomolsk-on Amur | |
| 681013, Russia^1 | |
| Department of Civil Engineering and Architecture, Komsomolsk-on Amur State Technical University, Lenin Ave., 27, Komsomolsk-on-Amur | |
| 681013, Russia^2 | |
| 关键词: Building structure; Curved plates; Nonlinear oscillation; Plate oscillation; State technical university; Test benches; Theoretical calculations; | |
| Others : https://iopscience.iop.org/article/10.1088/1757-899X/262/1/012055/pdf DOI : 10.1088/1757-899X/262/1/012055 |
|
| 学科分类:土木及结构工程学 | |
| 来源: IOP | |
PDF
|
|
【 摘 要 】
Curved plates are used in many spheres of our life. Often curved plates have an articulated support. Often, the operation of such structures is associated with fluctuations as well as with the systems of attached masses. The vibrations of such structures have not been fully studied yet. In the laboratory of building structures of Komsomolsk-on-Amur State Technical University a test bench was prepared for testing curved plates hinged at the edges and carrying an attached mass or a system of attached masses. The attached mass is represented by a sensor fixed to the body of a curved plate carrying an attached mass. Experimental and theoretical data correlate with each other. Minimal discrepancies were obtained with the minimum attached mass and the maximum discrepancies at the maximum investigated attached mass. Theoretical calculations were performed using the known equations of plate oscillations.
【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| Nonlinear Oscillations of Elastic Curved Plate Carried to the Associated Masses System | 4127KB |
PDF