Traffic control technologies without interruption for component replacement of long-span bridges using microsimulation and site-specific data |
Zhou, Junyong
(College of Civil Engineering, Guangzhou University)
Shi, Xuefei (Department of Bridge Engineering, Tongji University) Zhang, Liwen (College of Civil Engineering, Guangzhou University) Sun, Zuo (College of Civil Engineering, Guangzhou University) |
1 | Caprani, C.C. (2012), "Calibration of a congestion load model for highway bridges using traffic microsimulation", Struct. Eng. Int., 22(3), 342-348. DOI |
2 | Chen, S.R. and Wu, J. (2011), "Modeling stochastic live load for long-span bridge based on microscopic traffic flow simulation", Comput. Struct., 89(9-10), 813-824. DOI |
3 | Cremona, C. (2001), "Optimal extrapolation of traffic load effects", Struct. Safety, 23(1), 31-46. DOI |
4 | Dekker, R., Wildeman, R.E. and Van der Duyn Schouten, F.A. (1997), "A review of multi-component maintenance models with economic dependence", Math. Meth. Operat. Res., 45(3), 411-435. DOI |
5 | Feng, D., Mauch, C., Summervile, S. and Fernandez, O. (2018), "Suspender replacement for a signature bridge: A case study", J. Brid. Eng., In Press. |
6 | Frangopol, D.M., Dong, Y. and Sabatino, S. (2017), "Bridge lifecycle performance and cost: Analysis, prediction, optimisation and decision-making", Struct. Infrastruct. Eng., 13(10), 1239-1257. DOI |
7 | Fu, Z., Ji, B., Yang, M., Sun, H. and Maeno, H. (2013), "Cable replacement method for cable-stayed bridges based on sensitivity analysis", J. Perform. Constr. Facilt., 29(3), 04014085. |
8 | Guo, T., Frangopol, D.M. and Chen, Y. (2012), "Fatigue reliability assessment of steel bridge details integrating weigh-in-motion data and probabilistic finite element analysis", Comput. Struct., 112, 245-257. DOI |
9 | Kim, S. and Kang, Y.J. (2016), "Structural behavior of cablestayed bridges after cable failure". Struct. Eng. Mech., 59(6), 1095-1120. DOI |
10 | Karbhari, V.M. (2009), Design Principles for Civil Structures, John Wiley & Sons, Ltd., New Jersey, U.S.A. |
11 | Lecroq, P., Virlogeux, M., Foucriat, J.C. and Bietry, J. (2001), "Replacement of the suspension cables of the Tancarville bridge". Proceedings of the ABSE Symposium Report, Seoul, Korea, June. |
12 | Lipari, A., Caprani, C.C. and O'Brien, E.J. (2017), "Heavy-vehicle gap control for bridge loading mitigation", IEEE Intell. Transp. Syst. Mag., 9(4), 118-131. DOI |
13 | Marzahn, G.A., Sieberth, S. and Gurtmann, S. (2009), "Replacing stay-cables of the Rhine Rrver bridge rheinbrucke flehe without traffic interruption", Proceedings of the Structures Congress on Don't Mess with Structural Engineers: Expanding Our Role, Texas, U.S.A., May. |
14 | Mehrabi, A.B., Ligozio, C.A., Ciolko, A.T. and Wyatt, S.T. (2010), "Evaluation, rehabilitation planning, and stay-cable replacement design for the Hale Boggs bridge in Luling, Louisiana", J. Brid. Eng., 15(4), 364-372. DOI |
15 | Ministry of Transport of the People's Republic of China (MOT) (2014), Technical Standard of Highway Engineering, China Communication Press, Beijing, China. |
16 | Ministry of Transport of the People's Republic of China (MOT) (2015), General Specifications for Design of Highway Nridges and Culverts, China Communication Press, Beijing, China. |
17 | Nagel, K. and Schreckenberg, M. (1992), "A cellular automaton model for freeway traffic", J. Phys. I, 2(12), 2221-2229. DOI |
18 | Ruan, X., Zhou, J., Tu, H., Jin, Z. and Shi, X. (2017b), "An improved cellular automaton with axis information for microscopic traffic simulation", Transp. Res. Part C: Emerg. Technol., 78, 63-77. DOI |
19 | O'Brien, E.J., Hayrapetova, A. and Walsh, C. (2012), "The use of micro-simulation for congested traffic load modeling of medium-and long-span bridges", Struct. Infrastruct. Eng., 8(3), 269-276. DOI |
20 | Ruan, X., Zhou, J., Shi, X. and Caprani, C.C. (2017a), "A sitespecific traffic load model for long-span multi-pylon cablestayed bridges", Struct. Infrastruct. Eng., 13(4), 494-504. DOI |
21 | Sandberg, J. and Hendy, C.R. (2010), "Replacement of the stays on a major cable-stayed bridge", Proceedings of the Institution of Civil Engineers-Bridge Engineering, 163(1), 31-42. DOI |
22 | Sun, Z., Ning, S. and Shen, Y. (2017), "Failure investigation and replacement implementation of short suspenders in a suspension bridge", J. Brid. Eng., 22(8), 05017007. DOI |
23 | Treiber, M., Hennecke, A. and Helbing, D. (2000), "Congested traffic states in empirical observations and microscopic simulations", Phys. Rev. E, 62(2), 1805-1824. DOI |
24 | Wang, L., Li, A., Ma, X. and Ding, S. (2012), "Stay-cable maintenance and replacement strategy based on lifetime functions", Chin. Civil Eng. J., 45(6), 162-170. |
25 | Yang, X. and Zhang, N. (2005), "The marginal decrease of lane capacity with the number of lanes on highway", Proceedings of the Eastern Asia Society for Transportation Studies, 5, 739-749. |
26 | Zhou, J., Ruan, X., Shi, X. and Caprani, C.C. (2019), "An efficient approach for traffic load modelling of long span bridges", Struct. Infrastruct. Eng., 1-13. |
27 | Zhou, J., Shi, X., Caprani, C.C. and Ruan, X. (2018), "Multi-lane factor for bridge traffic load from extreme events of coincident lane load effects", Struct. Safety, 72, 17-29. DOI |