2019
DOI: 10.1080/10168664.2019.1632160
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Performance Assessment Using a Field Test of a Short-Period Monitoring System: Tun Bridge Case Study

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Cited by 5 publications
(3 citation statements)
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“…By incorporating a range of damage scenarios, they assessed the bridge’s response to the loading of a standard passing truck in both the time and frequency domains. Kaloop et al [ 23 ] collected static and dynamic data from the Dorim-Goh Bridge and the Tun Bridge [ 24 ], both located in Korea, using ambient trucks and information in time and frequency domains. Another example is the work of Hedegaard et al [ 25 ], who created a linear elastic finite element model of the concrete post-tensioned box girder I-35W St. Anthony Falls Bridge and validated it using truck-load tests.…”
Section: Introductionmentioning
confidence: 99%
“…By incorporating a range of damage scenarios, they assessed the bridge’s response to the loading of a standard passing truck in both the time and frequency domains. Kaloop et al [ 23 ] collected static and dynamic data from the Dorim-Goh Bridge and the Tun Bridge [ 24 ], both located in Korea, using ambient trucks and information in time and frequency domains. Another example is the work of Hedegaard et al [ 25 ], who created a linear elastic finite element model of the concrete post-tensioned box girder I-35W St. Anthony Falls Bridge and validated it using truck-load tests.…”
Section: Introductionmentioning
confidence: 99%
“…Liu et al proposed the bridge deflection calculation through modal flexibility theory, which was combined with the mode shape and modal frequency monitoring data. For the monitored bridge, the time-dependent reliability was evaluated and analyzed by the proposed method [37]. Kaloop et al implemented frequency domain decomposition to estimate the bridge mode shapes and damping ratios and examined the bridge performance reliability through Markov Chain Monte Carlo [38].…”
Section: Introductionmentioning
confidence: 99%
“…Vibration measurement can be used to estimate and monitor the bridge dynamic characteristics such as natural frequency, mode shape and bridge displacement caused by dynamic loads (e.g., traffic loads). Such dynamic characteristics are can be obtained by using micro tremors technique (e.g., Short Period Seismograph) [6]. Short Period Seismograph (SPS) is a vibration sensor that is commonly used to detect earthquakes or vibrations on the ground surface.…”
Section: Introductionmentioning
confidence: 99%