Please use this identifier to cite or link to this item:
|Title:||Effect of boundary conditions on modal parameters of the Run Yang Suspension Bridge||Authors:||Li, Z.
|Keywords:||Ambient vibration test
Structural health monitoring system
|Issue Date:||Nov-2010||Citation:||Li, Z.,Li, A.,Zhang, J. (2010-11). Effect of boundary conditions on modal parameters of the Run Yang Suspension Bridge. Smart Structures and Systems 6 (8) : 905-920. ScholarBank@NUS Repository.||Abstract:||Changes in temperature, loads and boundary conditions may have effects on the dynamic properties of large civil structures. Taking the Run Yang Suspension Bridge as an example, modal properties obtained from ambient vibration tests and from the structural health monitoring system of the bridge are used to identify and evaluate the modal parameter variability. Comparisons of these modal parameters reveal that several low-order modes experience a significant change in frequency from the completion of the bridge to its operation. However, the correlation analysis between measured modal parameters and the temperature shows that temperature has a slight influence on the low-order modal frequencies. Therefore, this paper focuses on the effects of the boundary conditions on the dynamic behaviors of the suspension bridge. An analytical model is proposed to perform a sensitivity analysis on modal parameters of the bridge concerning the stiffness of expansion joints located at two ends of bridge girders. It is concluded that the boundary conditions have a significant influence on the low-order modal parameters of the suspension bridge. In addition, the influence of vehicle load on modal parameters is also investigated based on the proposed model.||Source Title:||Smart Structures and Systems||URI:||http://scholarbank.nus.edu.sg/handle/10635/65479||ISSN:||17381584|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Jan 26, 2023
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.