Adaptive Reliability Analysis of Reinforced Concrete Bridges Using Nondestructive Testing

Adaptive Reliability Analysis of Reinforced Concrete Bridges Using Nondestructive Testing

There has been increasing interest in evaluating the performance of existing reinforced concrete (RC) bridges just after natural disasters or man-made events especially when the defects are invisible, or in quantifying the improvement after rehabilitations. In order to obtain an accurate assessment...

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Bibliographic Details
Main Author: Huang, Qindan
Other Authors: Gardoni, Paolo
Format: Others
Language:en_US
Published: 2011
Subjects:
Reliability analysis
Reinforced concrete bridges
Nondestructive Testing
Measurement errors
Modeling errors
Damage detection
Probabilistic capacity models
Probabilistic demand models
Bayesian updating
Sample size
linear regression model
Ultrasonic pulse velocity
Rebound hammer
Seismic fragility
Modal parameters
Online Access:http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7920

Internet

http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7920

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