2016
DOI: 10.1016/j.engstruct.2016.08.006
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A bridge safety monitoring system for prestressed composite box-girder bridges with corrugated steel webs based on in-situ loading experiments and a long-term monitoring database

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Cited by 42 publications
(19 citation statements)
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“…In project monitoring, sensors have been applied to prevent accidents and prevent workerequipment collisions by monitoring the entire environment on construction sites (Ni et al 2012;Sung et al 2016;Zhang et al 2017). Wireless sensor networks have been found to enhance and facilitate information flow among design teams on construction sites as well as ease the circulation of a network on construction site (Luo et al 2013;Sung et al 2016). Zhong et al (2014) adopted sensors to monitor tower crane collisions on construction sites.…”
Section: Keyword Clusters and Keyword Trendsmentioning
confidence: 99%
“…In project monitoring, sensors have been applied to prevent accidents and prevent workerequipment collisions by monitoring the entire environment on construction sites (Ni et al 2012;Sung et al 2016;Zhang et al 2017). Wireless sensor networks have been found to enhance and facilitate information flow among design teams on construction sites as well as ease the circulation of a network on construction site (Luo et al 2013;Sung et al 2016). Zhong et al (2014) adopted sensors to monitor tower crane collisions on construction sites.…”
Section: Keyword Clusters and Keyword Trendsmentioning
confidence: 99%
“…Characteristics of the static NDT method preliminary proposed by Bonopera et al [80] for determining prestress losses in PC girders. In conclusion, to make the NDT method applicable in situ, further studies should focus on the measurement of vertical deflections induced by bending tests with vehicle loading along PC bridge girders [88][89][90], in which their constraint stiffness should be evaluated with unknown boundary conditions. In fact, static vertical deflections take accurately and instantaneously into account the changes of structural geometry due to prestressing losses on the equilibrium conditions [51,80,81], in turn caused by the combined effects of tendon relaxation, concrete creep and shrinkage, and parameters of real environment of the PC girder as, e.g., temperature and relative humidity [49] (Figure 3a).…”
Section: Discussionmentioning
confidence: 99%
“…The main applications of displacement sensors include building inclination monitoring [ 25 ], building subsidence monitoring, geological prediction and geological hazard pre-warning [ 26 ].…”
Section: Overview Of Sensor-based Technologymentioning
confidence: 99%