Bridge-Deflection Estimation through Inclinometer Data Considering Structural Damages

Author:

Zhang W.1,Sun L. M.2,Sun S. W.1

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

Reference26 articles.

1. ANSYS [Computer software]. ANSYS Canonsburg PA.

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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