Quantifying the value of SHM information for bridges under flood-induced scour-Reference-Cited by-同舟云学术

Quantifying the value of SHM information for bridges under flood-induced scour

Published:2022-03-16 Issue: Volume: Page:1-17
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Giordano Pier Francesco¹^ORCID,Prendergast Luke J.²^ORCID,Limongelli Maria Pina¹^ORCID

Affiliation:

1. Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Milan, Italy

2. Department of Civil Engineering, Faculty of Engineering, University of Nottingham, Nottingham, United Kingdom

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2022.2048030

Reference55 articles.

1. Ground-Penetrating Radar: A Tool for Monitoring Bridge Scour

2. Arneson, L. A., Zevenbergen, L. W., Lagasse, P. F. & Clopper, P. E. (2012). Evaluating scour at bridges. 5thed., Hydraulic Engineering Circular No. 18. U.S. Department of Transportation, Federal Highway Administration.

3. Briaud, J. L., Hurlebaus, S., Chang, K., Yao, C., Sharma, H., Yu, O. … Price, G. R. (2011). Realtime monitoring of bridge scour using remote monitoring technology. USA: Austin. http://tti.tamu.edu/documents/0-6060-1.pdf

4. Influence of scour depth and type on p–y curves for monopiles in sand under monotonic lateral loading in a geotechnical centrifuge

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