Comparative Field Study of Cable Tension Measurement for a Cable-Stayed Bridge

Author:

Cho Soojin1,Yim Jinsuk2,Shin Sung Woo3,Jung Hyung-Jo4,Yun Chung-Bang5,Wang Ming L.6

Affiliation:

1. Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801 (corresponding author).

2. Structural Engineer, Samsung C&T, 1321-20 Seocho2-dong, Seocho-gu, Seoul 137-857, Korea.

3. Professor, Dept. of Safety Engineering, Pukyong National University, Busan 608-739, Korea.

4. Professor, Dept. of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology (KAIST), Daejeon 305-701, Korea.

5. Professor, School of Urban and Environmental Engineering, Ulsan National Institute of Science and Technology (UNIST), Ulsan 689-798, Korea.

6. Professor, Dept. of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. Bertotti G. (1998). Hysteresis in magnetism: For physicists materials scientists and engineers Academic San Diego.

2. Björck Å. (1996). Numerical methods for least squares problems SIAM Philadelphia.

3. Structural health monitoring of a cable-stayed bridge using wireless smart sensor technology: data analyses

4. Development of an Automated Wireless Tension Force Estimation System for Cable-stayed Bridges

5. Clough R. W. and Penzien J. (1993). Dynamics of structures McGraw Hill New York.

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