Bridge-Deflection Estimation through Inclinometer Data Considering Structural Damages
Author:
Affiliation:
1. Ph.D. Student, Dept. of Bridge Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.
2. Professor, Dept. of Bridge Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000979
Reference26 articles.
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2. Barth K. (2012). “Steel bridge design handbook design example 2a: Two-span continuous straight composite steel I-girder bridge.” Federal Highway Administration Rep. FHWA-IF-12-052 U.S. DOT Washington DC.
3. Experimental utilization of interferometric radar techniques for structural monitoring
4. Burdet O. (1998). “Automatic deflection and temperature monitoring of a balanced cantilever concrete bridge.” Proc. 5th Int. Conf. of Short and Medium Span Bridges 13–16.
5. Burdet O. and Zanella J.-L. (2000). “Automatic monitoring of bridges using electronic inclinometers.” Proc. IABSE Congress International Association for Bridge and Structural Engineering Zurich Switzerland.
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