Characterization of Nonstationary Mode Interaction of Bridge by Considering Deterioration of Bearing
As all bridges get deteriorated over time, structural health monitoring of these structures has become very important for the damage identification and maintenance work. Evaluating a bridge’s health condition requires the testing of a variety of physical quantities including bridge dynamic responses...
Main Authors: | Gang S. Chen, Feng Xiao, Wael Zatar, J. Leroy Hulsey |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2018-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/5454387 |
Similar Items
-
Characterization of non-stationary properties of vehicle–bridge response for structural health monitoring
by: Feng Xiao, et al.
Published: (2017-05-01) -
Signature extraction from the dynamic responses of a bridge subjected to a moving vehicle using complete ensemble empirical mode decomposition
by: Feng Xiao, et al.
Published: (2021-03-01) -
Quantification of Dynamic Properties of Pile Using Ensemble Empirical Mode Decomposition
by: Feng Xiao, et al.
Published: (2018-01-01) -
Nonlinear vibration analysis of vehicle–bridge interaction for condition monitoring
by: Dejian Meng, et al.
Published: (2019-12-01) -
Identification of Viscoelastic Property of Pile-Soil Interactions with Fractional Derivative Model
by: Wael Zatar, et al.
Published: (2021-09-01)