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• W1976743011 abstract "The motivation of this work is the installation of a monitoring system on a new cable-stayed bridge spanning the AdigeRiver 10 km north of the town of Trento. This is a statically indeterminate structure, having a composite steel-concretedeck of length 260 m overall, supported by 12 stay cables, 6 per deck side. These are full locked steel cables of diameters116 mm and 128 mm, designed for operational loads varying from 5000 to 8000 kN. The structural redundancy suggeststhat plastic load redistribution among the cables can be expected in the long term. To monitor such load redistribution,the owner decided to install a monitoring system to measure cable stress; the precision specified was of the order of fewMPa. However no cable release or any form of on-site calibration involving tension change was allowed. The solutionfound was a combination of built-on-site electromagnetic and fiber-optic elongation gauges, these appropriatelydistributed on both the cables and the anchorages. We discuss how the set of gauges allows tension and elongationmeasurement with the appropriate precision, and compare the initial monitoring results with the tension estimates madeusing a non-destructive vibration test." @default.
• W1976743011 created "2016-06-24" @default.
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• W1976743011 date "2012-04-26" @default.
• W1976743011 modified "2023-09-26" @default.
• W1976743011 title "Estimation of load redistribution on a cable-stayed bridge using a combination of sensing techniques" @default.
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• W1976743011 doi "https://doi.org/10.1117/12.917540" @default.
• W1976743011 hasPublicationYear "2012" @default.
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