2020
DOI: 10.1061/(asce)cf.1943-5509.0001400
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Damage Detection and Decreased Load-Carrying Capacity Assessment of a Vertical-Lift Steel Truss Bridge

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Cited by 18 publications
(8 citation statements)
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“…The material properties of the steel bridge structure were adopted as mentioned in the specification. To avoid discrepancies in data reading due to sensor data anomaly, it is suggested that before performing the loading on the railway bridge, all installed instrumentations were calibrated to have functional valid data collection [44]. The schematic instrumentation layout of these railway bridge sensors is shown in Fig.…”
Section: Railway Bridge Structural Modellingmentioning
confidence: 99%
“…The material properties of the steel bridge structure were adopted as mentioned in the specification. To avoid discrepancies in data reading due to sensor data anomaly, it is suggested that before performing the loading on the railway bridge, all installed instrumentations were calibrated to have functional valid data collection [44]. The schematic instrumentation layout of these railway bridge sensors is shown in Fig.…”
Section: Railway Bridge Structural Modellingmentioning
confidence: 99%
“…Traditional bridge health monitoring in the United States is mostly based on the use of strain gages, accelerometers, and displacement sensors. A review by Rizzo and Enshaeian [ 10 ] showed that other devices include, but are not limited to, tiltmeters [ 11 , 12 ], weigh-in motion sensors [ 13 ], non-contact displacement measurements [ 14 ], corrosion sensors [ 15 ], and acoustic emission [ 16 , 17 ].…”
Section: Introductionmentioning
confidence: 99%
“…This system determines the position and damage level of the steel railway bridge. In addition, the steel railway bridge load-carrying capacity based on the given damaged components can numerically be calculated [11]. Assessment and prediction of high-speed railway bridge long-term deformation based on track geometry inspection big data was introduced by analyzing approach for assessment and prediction of railway bridge deformation [12].…”
Section: Introductionmentioning
confidence: 99%