Analysis on Shear Lag Effect of Box Girder Subject to Dynamic Load
p.811
p.811
Formula of Unbonded Tendon Stress Increment Based Performance
p.815
p.815
Design and Numerical Simulation of the Disk Spring Vertical Isolation Device
p.819
p.819
Comparative Analysis of Davenport Wind Spectrum and Kaman Wind Spectrum in the Towering Structural Design
p.823
p.823
Application of Grey System Theory in the Dynamic Monitoring of Bridge
p.829
p.829
The Slope Monitoring Method Research
p.834
p.834
The Development and Application of 3D Monitoring Alarm Warning System in Tunnel Construction
p.839
p.839
Substructure Damages and Excitations Identification Using Measured Response
p.843
p.843
Non-Destructive Evaluation of Reinforcing Rebar Radius by Digital Image GPR Technique
p.847
p.847
Application of Grey System Theory in the Dynamic Monitoring of Bridge
Abstract:
It has great significance to ensure the safety of bridge structure by using information technology to monitor the bridge dynamic deformation and find out problems in time, besides, it is more effective to make analysis of the bridge by using grey theory model. The combination of the two methods could avoid the observation error, and play an active role in improving the safety and reliability of bridge.
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Periodical:
Applied Mechanics and Materials (Volumes 501-504)
Pages:
829-833
Citation:
Online since:
January 2014
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Сopyright:
© 2014 Trans Tech Publications Ltd. All Rights Reserved
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