Abstract
Structure damage identification and alarming of long-span bridge were conducted with three-dimensional dynamic displacement data collected by GPS subsystem of health monitoring system on Runyang Suspension Bridge. First, the effects of temperature on the main girder spatial position coordinates were analyzed from the transverse, longitudinal and vertical directions of bridge, and the correlation regression models were built between temperature and the position coordinates of main girder in the longitudinal and vertical directions; then the alarming indices of coordinate residuals were conducted, and the mean-value control chart was applied to making statistical pattern identification for abnormal changes of girder dynamic coordinates; and finally, the structural damage alarming method of main girder was established. Analysis results show that temperature has remarkable correlation with position coordinates in the longitudinal and vertical directions of bridge, and has weak correlation with the transverse coordinates. The 3% abnormal change of the longitudinal coordinates and 5% abnormal change of the vertical ones caused by structural damage are respectively identified by the mean-value control chart method based on GPS dynamic monitoring data and hence the structural abnormalities state identification and damage alarming for main girder of long-span suspension bridge can be realized in multiple directions.
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Foundation item: Project(51078080) supported by the National Natural Science Foundation of China; Project(20130969010 ) supported by Aeronautical Science Foundation of China; Project(2011Y03-6) supported by Traffic Transportation Technology Project of Jiangsu Province, China; Project(BK2012562) supported by the Natural Science Foundation of Jiangsu Province, China
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Miao, Cq., Wang, M., Tian, Hj. et al. Damage alarming of long-span suspension bridge based on GPS-RTK monitoring. J. Cent. South Univ. 22, 2800–2808 (2015). https://doi.org/10.1007/s11771-015-2811-4
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DOI: https://doi.org/10.1007/s11771-015-2811-4