Study on Identification and Monitoring of Long-Span Bridges in Service Based on GPS and BDS Dynamic Observation
Author:
Affiliation:
1. School of Highway, Chang’an Univ., Nanerhuan Rd., Xi’an 710064, China.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784482933.141
Reference4 articles.
1. Observations on non-linear dynamic characteristics of suspension bridges;Brownjohn J. M. W.;Earthquake Engineering & Structural Dynamics,1994
2. Cunha Á. Caetano E. Magalhães F. & Moutinho C. (2017). Dynamic identification and continuous dynamic monitoring of bridges: different applications along bridges life cycle. Structure & Infrastructure Engineering(4) 1-23.
3. Cunha A. Caetano E. Moutinho C. & Magalh?es F. Continuous Dynamic Monitoring of Bridges: Different Perspectives of Application. Advanced Materials Research 745 89-99.
4. Da S. I. A. R. & Santos d. S. J. G. Experimental and numerical dynamic structural analysis of footbridges when subjected to pedestrians walking loads. Journal of Civil Structural Health Monitoring.
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