Moving point load approximation from bridge response signals and its application to bridge Weigh-in-Motion

Author:

Cantero DanielORCID

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference28 articles.

1. Darren Hazlett, Nan Jiang, Lisa Loftus-Otway, Use of WIM data for pavement, bridge, weight enforcement, and freight logistics applications, Washington, DC: The National Academies Press; 2020. https://www.nap.edu/catalog/25793/use-of-weigh-in-motion-data-for-pavement-bridge-weight-enforcement-and-freight-logistics-applications.

2. Technical Committee 4.3. Estimation of load carrying capacity of bridges based on damage and deficiency. World Road Association (PIARC); 2016. https://www.piarc.org/en/order-library/23963-en-Estimation%20of%20load%20carrying%20capacity%20of%20bridges%20based%20on%20damage%20and%20deficiency.htm.

3. International Transport Forum (ITF). Polices to Extend the Life of Road Assets. ITF Research Reports, OECD Publishing, Paris, 2018. https://www.itf-oecd.org/policies-extend-life-road-assets.

4. van Loo Hans, Žnidarič Aleš. Guide for users of weigh-in-motion. International Society for Weigh-in-Motion (ISWIM), Tiskarna knjigoveznica Radovljica, Ltd; 2019. http://www.is-wim.org/doc/ISWIM_Guide%20for%20users_press.pdf.

5. State-of-the-art review on bridge weigh-in-motion technology;Yu;Adv Struct Eng,2016

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