Nondestructive Bridge Deck Evaluation Using Sub-mm 3D Laser Imaging Technology at Highway Speeds-Reference-Cited by-同舟云学术

Nondestructive Bridge Deck Evaluation Using Sub-mm 3D Laser Imaging Technology at Highway Speeds

Published:2022-06 Issue:6 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Guolong¹,Wang Kelvin C. P.²,Yang Guangwei³^ORCID,Liu Yang⁴,Li Joshua Qiang⁵,Peters Walt⁶

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Oklahoma State Univ., 207 Engineering South, Stillwater, OK 74078.

2. Regents Professor, Dept. of Civil and Environmental Engineering, Oklahoma State Univ., 207 Engineering South, Stillwater, OK 74078.

3. Senior Research Engineer, Dept. of Civil and Environmental Engineering, Oklahoma State Univ., 207 Engineering South, Stillwater, OK 74078 (corresponding author). ORCID: .

4. Postdoctoral Research Fellow, Dept. of Civil and Environmental Engineering, Oklahoma State Univ., 207 Engineering South, Stillwater, OK 74078.

5. Associate Professor, Dept. of Civil and Environmental Engineering, Oklahoma State Univ., 207 Engineering South, Stillwater, OK 74078.

6. Assistant Bridge Engineer, Oklahoma Dept. of Transportation, Oklahoma City, OK 73105.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001888

Reference34 articles.

1. AASHTO. 2002. Bridge inspector’s reference manual (BIRM). Chapter 7 inspection and evaluation bridges decks and areas adjacent to bridge decks. Washington, DC: AASHTO.

2. Segmentation of thermal images for non-destructive evaluation of bridge decks

3. ASCE. 2017. “Infrastructure report card.” MUD history www.infrastructurereportcard.org. Accessed April 20 2017. https://www.infrastructurereportcard.org/wp-content/uploads/2016/10/2017-Infrastructure-Report-Card.pdf.

4. ASTM. 2015. Standard practice for computing international roughness index of roads from longitudinal profile measurements. ASTM E1926-08. West Conshohocken, PA: ASTM.

5. UAV APPLICATION IN POST – SEISMIC ENVIRONMENT

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