Corrosion Estimation of a Historic Truss Bridge Using Model Updating-Reference-Cited by-同舟云学术

Corrosion Estimation of a Historic Truss Bridge Using Model Updating

Published:2013-07 Issue:7 Volume:18 Page:678-689
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Jang Shinae¹,Li Jian²,Spencer Billie F.³

Affiliation:

1. Assistant Professor, Univ. of Connecticut, Storrs, CT 06066 (corresponding author).

2. Ph.D. Student, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

3. Nathan and Anne Newmark Endowed Professor in Civil Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

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.1943-5592.0000403

Reference17 articles.

1. Allemang R. J. and Brown D. L. (1982). “A correction coefficient for modal vector analysis.” Proc. Int. Modal Analysis Conf. 110–116.

2. ASTM. (1988). “Standard rating chart for pitting corrosion (actual size) standard practice G 46-76.” Annual book of ASTM standards Vol. 3.02 ASTM Philadelphia 197.

3. Fiber Optic Sensors for Bridge Monitoring

4. Federal Highway Administration. (2009). “National Bridge Inventory (NBI).” 〈http://www.fhwa.dot.gov/bridge/nbi.htm〉 (Oct. 12 2011).

5. Fildes J. M. Chen P. and Zhan X. (1995). “Application of electrochemical impedance spectroscopy color visible imaging and infrared imaging for non-destructive evaluation of anti-corrosion coatings.” Infrastructure Technology Institute Technical Rep. 14 Infrastructure Technology Institute Northwestern Univ. Evanston IL.

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