Wavelet Packet Singular Entropy-Based Method for Damage Identification in Curved Continuous Girder Bridges under Seismic Excitations
Curved continuous girder bridges (CCGBs) have been widely adopted in the civil engineering field in recent decades for complex interchanges and city viaducts. Unfortunately, compared to straight bridges, this type of bridge with horizontal curvature is relatively vulnerable to earthquakes characteri...
Main Authors: | Dayang Li, Maosen Cao, Tongfa Deng, Shixiang Zhang |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2019-10-01
|
Series: | Sensors |
Subjects: | |
Online Access: | https://www.mdpi.com/1424-8220/19/19/4272 |
Similar Items
-
Anti-overturning stability coefficient of curved girder bridges considering seismic action
by: Tongfa Deng, et al.
Published: (2019-05-01) -
The estimation of seismic performances of reinforced concrete girder bridges using nonlinear dynamic analysis
by: Aleksandra Radujković, et al.
Published: (2017-01-01) -
INFLUENCE OF STRAINING BEAMS ON THE SEISMIC FRAGILITY OF DOUBLE-COLUMN BRIDGE PIERS
by: Yuye Zhang, et al.
Published: (2019-04-01) -
Influence of earthquake input angle on seismic response of curved girder bridge
by: Yongjun Ni, et al.
Published: (2015-08-01) -
Seismic Fragility of a Multi-Frame Box-Girder Bridge Influenced by Seismic Excitation Angles and Column Height Layouts
by: Fan, G., et al.
Published: (2022)