Application of Impact Resonance C-Scan Stack Images to Evaluate Bridge Deck Conditions-Reference-Cited by-同舟云学术

Application of Impact Resonance C-Scan Stack Images to Evaluate Bridge Deck Conditions

Published:2015-03 Issue:1 Volume:21 Page:04014029
ISSN:1076-0342
Container-title:Journal of Infrastructure Systems
language:en
Short-container-title:J. Infrastruct. Syst.

Author:

Oh Taekeun¹,Popovics John S.²

Affiliation:

1. Assistant Professor, Dept. of Safety Engineering, Incheon National Univ., 12-1 Songdo-dong, Yeonsu-Gu, Incheon 406-772, Korea.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana Champaign, 205 N. Mathews Ave., MC-250, Urbana, IL 61801 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IS.1943-555X.0000216

Reference19 articles.

1. ASTM. (2009). “Standard test method for pulse velocity through concrete.” ASTM C597 Vol. 04.02 ASTM International West Conshohocken PA.

2. Fuchs P. and Washer G. (2004). “Infrared thermographic bridge deck inspection on the Poplar street bridge in St. Louis MO.” Proc. 6th Structural Materials Technology Conf. ASNT Publishing Columbus OH.

3. Gucunski N. Romero F. Shokouhi P. and Makresias J. (2005). “Complementary impact echo and ground penetrating radar evaluation of bridge decks on I-84 interchange in Connecticut.” Proc. GeoFrontiers Congress 2005: Earthquake Engineering and Soil Dynamics ASCE Reston VA.

4. Rapid Bridge Deck Condition Assessment Using Three-Dimensional Visualization of Impact Echo Data

5. Huston D. Gucunski N. Maher A. Cui J. Burns D. and Jalinoos F. (2007). “Bridge deck condition assessment with electromagnetic acoustic and automated methods.” Proc. 6th Int. Workshop on Structural Health Monitoring Stanford Univ. Stanford CA.

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