Bridge Support Assessment Through Deflection Analysis Captured via LiDAR
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Détails bibliographiques
| Auteur(s): |
John Vrabel Jr
(Rowan University, Glassboro, New Jersey, United States)
Adriana Trias-Blanco (Rowan University, Glassboro, New Jersey, United States) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Beyond Structural Engineering in a Changing World, San José, Cost Rica, 25-27 Seotember 2024 | ||||
| Publié dans: | IABSE Congress San José 2024 | ||||
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| Page(s): | 1290-1297 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/sanjose.2024.1290 | ||||
| Abstrait: |
The main objective of this study is to generate a comprehensive evaluation of the LiDAR’s effectiveness in structural assessment of the bridge support condition through measurement of the deflection and stiffness of a scale bridge. Measurements were made through the implementation of a LiDAR sensor and an automatic level system on a scale bridge. Seven tests were executed with varied support conditions consisting of pins and springs. The bridge was statically loaded with 117,93 kgs. at midspan. The springs were used to simulate damage at the support. The deflection difference between manual and LiDAR was 1,3 millimeters, while the stiffness difference was 20% accounting for both the LiDAR and level system. |
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| Mots-clé: |
ponts
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