Study on the safe value of multi-pier settlement for simply supported girder bridges in high-speed railways

References

• Al Shaer, A., Duhamel, D., Sab, K., Foret, G., & Schmitt, L. (2008). Experimental settlement and dynamic behavior of a portion of ballasted railway track under high speed trains. Journal of Sound and Vibration, 316, 211–233.10.1016/j.jsv.2008.02.055
   Web of Science ®Google Scholar
• Arvidsson, T., & Karoumi, R. (2014). Train–bridge interaction – A review and discussion of key model parameters. International Journal of Rail Transportation, 2, 147–186.10.1080/23248378.2014.897790
   Google Scholar
• Bogaert, V. (1993). Dynamic response of trains crossing large span double-track bridges. Journal of Constructional Steel Research, 24, 57–74.10.1016/0143-974X(93)90063-X
   Web of Science ®Google Scholar
• Chen, Z. W., Zhai, W. M., Cai, C. B., & Sun, Y. (2015). Safety threshold of high-speed railway pier settlement based on train–track–bridge dynamic interaction. Science China Technological Sciences, 58, 202–210.10.1007/s11431-014-5692-0
   PubMed Web of Science ®Google Scholar
• Cheung, M. M. S., Noruziaan, B., & Yang, C. (2007). Health monitoring data in assessing critical behavior of bridges. Structure and Infrastructure Engineering, 3, 325–342.10.1080/15732470600552937
   Web of Science ®Google Scholar
• China Railways Ministry. (2010). Code for design of high speed railway (TB10621-2009). Beijing: China Railway Publishing House. (in Chinese).
   Google Scholar
• Diana, G., & Cheli, F. (1988). A numerical method of define the dynamic behavior of a train running on a deformable structure. Meccanica, 23, 27–42.
   Google Scholar
• Dirksen, J., Baars, E.J., Langeveld, J.G., & Clemens, H.L.R. (2014). Quality and use of sewer invert measurements. Structure and Infrastructure Engineering, 10, 295–304.10.1080/15732479.2012.751430
   Web of Science ®Google Scholar
• Frýba, L. (1976). Nonstationary response of a beam to moving random force. Journal of Sound and Vibration, 46, 323–338.10.1016/0022-460X(76)90857-9
   Web of Science ®Google Scholar
• Frýba, L. (1996). Dynamics of railway bridges. London: Thomas Telford.10.1680/dorb.34716
   Google Scholar
• Fryba, L. (2004). Dynamic behavior of bridges due to high speed trains. In Bridges for high-speed railways: Revised papers from the workshop (pp. 137–158). Boca Raton: CRC Press.
   Google Scholar
• Green, M. F., Cebon, D., & Cole, D. J. (1995). Effects of vehicle suspension design on dynamics of highway bridges. Journal of Structural Engineering, 121, 272–282.10.1061/(ASCE)0733-9445(1995)121:2(272)
   Web of Science ®Google Scholar
• Guler, H. (2014). Prediction of railway track geometry deterioration using artificial neural networks: A case study for Turkish state railways. Structure and Infrastructure Engineering, 10, 614–626.10.1080/15732479.2012.757791
   Web of Science ®Google Scholar
• Ju, S., Leong, C., & Ho, Y. (2014). Safety of maglev trains moving on bridges subjects to foundation settlements and earthquakes. Journal of Bridge Engineering, 19, 91–100.10.1061/(ASCE)BE.1943-5592.0000506
   Web of Science ®Google Scholar
• Ma, F. S., Yang, Y. S., Yuan, R. M., Yao, B. K., & Guo, J. (2011). Effect of regional land subsidence on engineering structures: A case study of the 6 km long Su-tong Yantze River Bridge. Bulletin of Engineering Geology and the Environment, 70, 449–459.10.1007/s10064-010-0336-5
   Web of Science ®Google Scholar
• Nassif, H.H., Abu-Amra, T., Suksawang, N., Khodair, Y., & Shah, N. (2009). Field investigation and performance of bridge approach slabs. Structure and Infrastructure Engineering, 5, 105–121.10.1080/15732470600924698
   Web of Science ®Google Scholar
• Shi, R. X. (2013). Influence of pier differential settlement on the track vertical profile irregularity. Sichuan Architecture, 1, 94–99. (In Chinese).
   Google Scholar
• Tafreshi, S. N. M., & Mehrjardi, G. T. (2008). The use of neural network to predict the behavior of small plastic pipes embedded in reinforced sand and surface settlement under repeated load. Engineering Applications of Artificial Intelligence, 21, 883–894.10.1016/j.engappai.2007.09.001
   Web of Science ®Google Scholar
• Wu, C. (2007). The influence of regional subsidence in Suzhou–Wuxi–Changzhou–Shanghai area and prevention and cure countermeasures on Beijing–Shanghai high speed railway. Journal of Railway Engineering Society, 12, 9–12.
   Google Scholar
• Yang, Y. B., & Lin, B. H. (1995). Vehicle–bridge interaction analysis by dynamic condensation method. Journal of Structural Engineering, 121, 1636–1643.10.1061/(ASCE)0733-9445(1995)121:11(1636)
   Web of Science ®Google Scholar
• Yang, Y. B., & Yau, J. D. (1997). Vehicle–bridge interaction element for dynamic analysis. Journal of Structural Engineering, 123, 1512–1518.10.1061/(ASCE)0733-9445(1997)123:11(1512)
   Web of Science ®Google Scholar
• Yang, Y. B., Yau, J. D., & Wu, Y. S. (2004). Vehicle-bridge interaction dynamics. Singapore: World Scientific Publishing Company.
   Google Scholar
• Yau, J. D. (2009a). Response of a train moving on multi-span railway bridges undergoing ground settlement. Engineering Structures, 31, 2115–2122.10.1016/j.engstruct.2009.03.019
   Web of Science ®Google Scholar
• Yau, J. D. (2009). Response of a maglev vehicle moving on a series of guideways with diferential settlement. Journal of Sound and Vibration, 324, 816–831.10.1016/j.jsv.2009.02.031
   Web of Science ®Google Scholar
• Zhai, W. M., & Cai, C. B. (2002). Train/Track/Bridge dynamic interactions: Simulation and applications. Vehicle System Dynamics, 37, 653–665.10.1080/00423114.2002.11666270
   Web of Science ®Google Scholar
• Zhai, W., Liu, P., Lin, J., & Wang, K. (2015). Experimental investigation on vibration behavior of a CRH train at speed of 350 km/h. International Journal of Rail Transportation, 3(1), 1–16.10.1080/23248378.2014.992819
   Web of Science ®Google Scholar
• Zhai, W., Xia, H., Cai, C., Gao, M., Li, X., Guo, X., … Wang, K. (2013a). High-speed train–track–bridge dynamic interactions – Part I: Theoretical model and numerical simulation. International Journal of Rail Transportation, 1, 3–24.10.1080/23248378.2013.791498
   Google Scholar
• Zhai, W., Wang, S., Zhang, N., Gao, M., Xia, H., Cai, C., & Zhao, C. (2013). High-speed train–track–bridge dynamic interactions – Part II: Experimental validation and engineering application. International Journal of Rail Transportation, 1, 25–41.10.1080/23248378.2013.791497
   Google Scholar
• Zhai, W., Wei, K., Song, X., & Shao, M. (2015). Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track. Soil Dynamics and Earthquake Engineering, 72, 24–36.10.1016/j.soildyn.2015.02.002
   Web of Science ®Google Scholar