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1 O’Brien, E. J., "The use of micro-simulation for congested traffic load modeling of medium-and long-span bridges" 8 (8): 269-276, 2012
2 Yang, X., "The marginal decrease of lane capacity with the number of lanes on highway" 5 : 739-749, 2005
3 Ministry of Transport of the People’s Republic of China(MOT), "Technical Standard of Highway Engineering" China Communication Press 2014
4 Feng, D., "Suspender replacement for a signature bridge: A case study" 2018
5 Seungjun Kim, "Structural behavior of cable-stayed bridges after cable failure" 국제구조공학회 59 (59): 1095-1120, 2016
6 Wang, L., "Stay-cable maintenance and replacement strategy based on lifetime functions" 45 (45): 162-170, 2012
7 Marzahn, G. A., "Replacing stay-cables of the Rhine Rrver bridge rheinbrücke flehe without traffic interruption" 2009
8 Lecroq, P., "Replacement of the suspension cables of the Tancarville bridge" 2001
9 Sandberg, J., "Replacement of the stays on a major cable-stayed bridge" 163 (163): 31-42, 2010
10 Cremona, C., "Optimal extrapolation of traffic load effects" 23 (23): 31-46, 2001
11 Zhou, J., "Multi-lane factor for bridge traffic load from extreme events of coincident lane load effects" 72 : 17-29, 2018
12 Chen, S. R., "Modeling stochastic live load for long-span bridge based on microscopic traffic flow simulation" 89 (89): 813-824, 2011
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23 Ruan, X., "An improved cellular automaton with axis information for microscopic traffic simulation" 78 : 63-77, 2017
24 Zhou, J., "An efficient approach for traffic load modelling of long span bridges" 1-13, 2019
25 Ruan, X., "A site-specific traffic load model for long-span multi-pylon cable-stayed bridges" 13 (13): 494-504, 2017
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27 Nagel, K., "A cellular automaton model for freeway traffic" 2 (2): 2221-2229, 1992