Damage identification in a two span continuous beam

Structural Health Monitoring and Intelligent Infrastructure - Proceedings of the 1st International Conference on Structural Health Monitoring and Intelligent Infrastructure

Volumn 1, Issue , 2003, Pages 431-436

  Hu, X ^a   Shenton III, H W ^b  

^a Lichtenstein Consulting Engineers   (United States)

^b UNIVERSITY OF DELAWARE   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONSTRAINED OPTIMIZATION PROBLEMS; CONTINUOUS BEAMS; DAMAGE IDENTIFICATION; DAMAGE ZONES; DEAD LOADS; EFFECT OF MEASUREMENTS; FINITE LENGTH; FINITE-ELEMENT APPROACH; FLEXURAL RIGIDITIES; MODEL ELEMENTS; MODEL ERRORS; TEST CASE;

CONSTRAINED OPTIMIZATION;

DAMAGE DETECTION;

EID: 84863229438     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Farrar, C.R. and Doebling, S.W. (1997), "Lessons Learned from Applications of Vibration-Based Damage Identification Methods to a Large Bridge Structure," Proceedings of the International Workshop on Structural Health Monitoring, Stanford University, Stanford, CA, September 18-20.
2. Gen, M. and Cheng, R., Genetic Algorithms and Engineering Design, John Wiley and Sons, New York, 1997.
3. Hu, X. and Shenton, H.W. (2003), "Damage Identification Based on Dead Load Redistribution: Effect of Measurement Noise," in review, ASCE, Journal of Structural Engineering.
4. Shenton, H.W. and Hu, X. (2003), "Damage Identification Based on Dead Load Redistribution: Methodology," in review, ASCE, Journal of Structural Engineering.