Xiaogang Li,∗ Peng Ding,∗ Xiaohu Chen,∗ Ling Xia,∗∗ and Shulin Tan∗


  1. [1] Editorial Department of China Journal of Highway and Trans-port, Review on China’s bridge engineering research: 2014,China Journal of Highway and Transport, 27 (05), 2014, 1–96.
  2. [2] W.M. Zhai and C.F. Zhao, Frontiers and challenges of sciencesand technologies in modern railway engineering, Journal ofSouthwest Jiaotong University, 51 (2), 2016, 209–226.
  3. [3] Q.H. Qin, Influence of linear change of urban rail transit bridgeon train running behaviour, Railway Engineering, 58 (07),2018, 142–146.
  4. [4] T. Liu, W.C. Xue, and W. Wang, Calculation on long-termdeflections of fully prestressed concrete beams, EngineeringMechanics, 33 (09), 2016, 116–122.
  5. [5] L. Chen and C.Y Shao, Influential laws of concrete shrinkageand creep of composite girder cable-stayed bridge, BridgeConstruction, 45 (01), 2015, 74–78.
  6. [6] J.Z. Xin, J.T. Zhou, Y.X. Zhou, et al., Experimental study onbearing capacity evolution of reinforced concrete compression-bending members considering material deterioration, MaterialReports, 33 (14), 2019, 2362–2369.
  7. [7] Y.B. Wang, P. Liao, Y. Jia, et al., Effects of cyclic temperatureon time-dependent deformation behaviour of long-span concretearch bridge, Bridge Construction, 49 (03), 2019, 57–62.
  8. [8] M.Y. Liu, Q. Li, Y.B. Huang, et al., Ultra-long-time perfor-mance of steel-concrete composite continuous beam in HongKong-Zhuhai-Macao Bridge with creep and shrinkage of con-crete slabs, China Journal of Highway and Transport, 29 (12),2016, 60–69.
  9. [9] J.T. Zhou, S.L. Tan, H. Tan, et al., Research on structuralimprovement test in negative moment section with the changefrom simple supporting to continuous of the prestressed con-crete T-beam, Journal of China & Foreign Highway, 38 (04),2018, 89–95.
  10. [10] J.Z. Li, Z.W. Yu, and L. Song, Study on fatigue deflection andcrack propagation laws of heavy-haul railway bridges, ChinaCivil Engineering Journal, 46 (09), 2013, 72–82.
  11. [11] Z.S. Chen, C. Zhang, J.T. Zhou, et al., Study of cable force ofconstruction control and alignment control of main girders forlong-span railway cable-stayed bridges, Mathematical Modelsand Methods in Applied Sciences, 7 (9), 2013, 47.
  12. [12] Z.S. Chen, X. Zhou, X. Wang, et al., Deployment of a smartstructural health monitoring system for long-span arch bridges:A review and a case study, Sensors, 17 (9), 2017, 2151.
  13. [13] J.T. Zhou, Y. Chen, X.G. Li, et al., A new safety evaluationmethod for long-span bridges with tele-monitoring systems,Intelligent Automation & Soft Computing, 16(5), 2010, 635–644.
  14. [14] O. Yang, H. Li, and J.P. Ou, Life-cycle evolution of the ultimateload carrying capacity of RC cable-stayed bridges, China CivilEngineering Journal, 45 (03), 2012, 116–126.
  15. [15] S.J. Chen, S.H. Tang, G.G. Zhang, et al., Experiment onlong-term performance of concrete cable-stayed bridge, ChinaJournal of Highway and Transport, 24(04), 2011, 39–49.
  16. [16] J.S. Fan, J.G. Nie, and H. Wang, Long-term behavior ofcomposite beams with shrinkage, creep and cracking (I): ex-periment and calculation, China Civil Engineering Journal,42 (03), 2009, 8–15.
  17. [17] J.F. Yu, Y.K. Wu, and X. Su, Study on predication ofline optimization of large-span concrete cable-stayed bridges,Journal of Railway Science and Engineering, 15 (01), 2018,133–140.
  18. [18] W.J. Yang and Y. Wang, Diachronic change model of com-pressive strength and elastic modulus of concrete at early age,Journal of China & Foreign Highway, 27 (6), 2007, 149–152.
  19. [19] Y.L. Ding, Y. Bian, H.W. Zhao, et al., Long-term monitoringand analysis of vertical deflections of a highway-railway cable-stayed bridge under operation conditions, Journal of RailwayScience and Engineering, 14 (02), 2017, 271–277.
  20. [20] H.J. Wu, Y. Wei, Y.B. Huang, et al., Null live load pointidentification method of continuous rigid bridges based onmonitoring data, Journal of Chongqing Jiaotong University(Natural Science), 32 (S1), 2013, 884–887.
  21. [21] X.G. Li, D. Hui, J.T. Zhou, et al., Large span cable-stayedbridge health monitoring and evaluation system building andapplication, Journal of China & Foreign Highway, 36 (2), 2016,92–97.
  22. [22] J.T. Zhou, X.G. Li, R.C. Xia, et al., Health monitoring andevaluation of long-span bridges based on sensing and dataanalysis: A survey, Sensors, 17 (3), 2017, 603.8

Important Links:

Go Back