Rapid Bridge Deck Condition Assessment Using Three-Dimensional Visualization of Impact Echo Data-Reference-Cited by-同舟云学术

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

Published:2012-03 Issue:1 Volume:18 Page:12-24
ISSN:1076-0342
Container-title:Journal of Infrastructure Systems
language:en
Short-container-title:J. Infrastruct. Syst.

Author:

Gucunski Nenad¹²³⁴⁵,Yan Michelle¹²³⁴⁵,Wang Zhe¹²³⁴⁵,Fang Tong¹²³⁴⁵,Maher Ali¹²³⁴⁵

Affiliation:

1. Professor and Chairman, Dept. of Civil and Environmental Engineering, Rutgers Univ., 623 Bowser Road, Piscataway, NJ 08854 (corresponding author).

2. Research Engineer, Intelligent Vision and Reasoning Dept., Siemens Corporate Research, 755 College Road East, Princeton, NJ 08540.

3. Research Staff, Thomson Corporate Research, 2 Independence Way, Princeton, NJ 08540.

4. Program Manager, Intelligent Vision and Reasoning Dept., Siemens Corporate Research, 755 College Road East, Princeton, NJ 08540.

5. Director, Center for Advanced Infrastructure and Transportation (CAIT), Rutgers Univ., 100 Brett Road, Piscataway, NJ 08854.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IS.1943-555X.0000060

Reference40 articles.

1. Algernon D. and Wiggenhauser H. (2006). “Impact echo data analysis.” Proc. NDE Conf. on Civil Engineering (CD-ROM) American Society for Nondestructive Testing Columbus OH.

2. Asano M. Kamada T. Kunieda M. and Rokugo K. (2003). “Impact acoustics methods for defect evaluation in concrete.” Proc. Int. Symp. on Nondestructive Evaluation in Civil Engineering (CD-ROM) German Society for NDT (DGZfP) Berlin.

3. ASTM. (1998). “Test method for measuring the P-wave speed and the thickness of concrete plates using the impact-echo method.” C1383 West Conshohocken PA.

4. Carino N. J. (2001). “The impact-echo method: An overview.” Proc. Structures Congress and Exposition (CD-ROM) P. C. Chang ed. ASCE Reston VA.

5. Determining the minimum crack width that can be detected using the impact-echo method Part 1: Experimental study

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