Distributed Detection and Quantification of Cracks in Operating Large Bridges-Reference-Cited by-同舟云学术

Distributed Detection and Quantification of Cracks in Operating Large Bridges

Published:2024-01 Issue:1 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Morgese Maurizio¹^ORCID,Wang Chengwei²^ORCID,Taylor Todd³,Etemadi Mahmoud⁴,Ansari Farhad⁵^ORCID

Affiliation:

1. Ph.D. Candidate, Smart Sensors and NDT Laboratory, Dept. of Civil, Materials and Environmental Engineering, Univ. of Illinois at Chicago, 842 W. Taylor St., Chicago, IL 60607-7023. ORCID: .

2. Ph.D. Student, Smart Sensors and NDT Laboratory, Dept. of Civil, Materials and Environmental Engineering, Univ. of Illinois at Chicago, 842 W. Taylor St., Chicago, IL 60607-7023. ORCID: .

3. Research Engineer, Smart Sensors and NDT Laboratory, Dept. of Civil, Materials and Environmental Engineering, Univ. of Illinois at Chicago, 842 W. Taylor St., Chicago, IL 60607-7023.

4. Bridge Maintenance Engineer, D2 at State of Illinois, Illinois Dept. of Transportation, 2300 S. Dirksen Parkway, Springfield, IL 62764.

5. Christopher B. and Susan S. Burke Professor, Smart Sensors and NDT Laboratory, Dept. of Civil, Materials and Environmental Engineering, Univ. of Illinois at Chicago, 842 W. Taylor St., Chicago, IL 60607-7023 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6454

Reference52 articles.

1. Structural identification of a long-span truss bridge;Aktan A.;Transp. Res. Rec.,2000

2. Practical Implementation of Optical Fiber Sensors in Civil Structural Health Monitoring

3. Mechanistic quantification of microcracks from dynamic distributed sensing of strains;Babanajad S. K.;J. Eng. Mech.,2017

4. Virtual reference approach for dynamic distributed sensing of damage in large structures;Babanajad S. K.;J. Aerosp. Eng.,2017

5. A simple quantitative approach for post earthquake damage assessment of flexure dominant reinforced concrete bridges

Cited by 11 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Monitoring interaction of shallowly buried, large-section, and long-distance twin box jacking tunnels with small spacing under the Beijing-Hangzhou Grand Canal;Tunnelling and Underground Space Technology;2024-11

2. Investigation on SMFL Field Distribution of Different Types of Rebars under Axial Tensile Failure Tests;Journal of Materials in Civil Engineering;2024-10

3. Calculation method of temporary cable force in incremental launching construction of large span steel box girder without auxiliary pier;Scientific Reports;2024-09-04

4. Cooling-excited infrared thermography for enhancing the detection of concrete filled steel tube interfacial debonding at concrete hydration;Case Studies in Construction Materials;2024-07

5. Detection of cracking mechanism transition on reinforced concrete shear walls using graph theory;Nondestructive Characterization and Monitoring of Advanced Materials, Aerospace, Civil Infrastructure, and Transportation XVIII;2024-05-09