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5 Wang, X. M., "Process-independent construction stage analysis of selfanchored suspension bridges" 117 : 103227-, 2020
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1 Tang, M. C., "Super-long span bridges" 13 : 722-730, 2017
2 Ohshima, H., "Structural analysis of suspension bridges" 110 : 392-404, 1984
3 Grigorjeva, T., "Static analysis and simplified design of suspension bridges having various rigidity of cables" 16 : 363-371, 2010
4 Grigorjeva, T., "Simplified engineering method of suspension bridges with rigid cables under action of symmetrical and asymmetrical loads" 1 : 11-20, 2006
5 Wang, X. M., "Process-independent construction stage analysis of selfanchored suspension bridges" 117 : 103227-, 2020
6 Arco, D. C., "Preliminary static analysis of suspension bridges" 23 (23): 1096-1103, 2001
7 Clemente, P., "Preliminary design of very long-span suspension bridges" 22 (22): 1699-1706, 2000
8 Wollmann, G. P., "Preliminary analysis of suspension bridges" 6 (6): 227-233, 2001
9 최동호, "Nonlinear Static Analysis of Continuous Multi-span Suspension Bridges" 한국강구조학회 13 (13): 103-115, 2013
10 Zhang, W. M., "Methods to correct unstrained hanger lengths and cable clamps’ installation positions in suspension bridges" 171 : 202-213, 2018
11 Bridge Science Research Institute, "Major Bridge Engineering Bureau of the Ministry of Railways Suspension Bridge"
12 Wang, H. L., "Living load nonlinear analysis of self-anchored cable-stayed suspension bridges" 29 : 1583-1587, 2010
13 Cao, H.Y., "Layout and size optimization of suspension bridges based on coupled modelling approach and enhanced particle swarm optimization" 146 : 170-183, 2017
14 박기정, "Investigation of Live Load Defl ection Limit for Steel Cable Stayed and Suspension Bridges" 한국강구조학회 18 (18): 1252-1264, 2018
15 Wang, X. M., "Form-finding method for the target configuration under dead load of a new type of spatial selfanchored hybrid cable-stayed suspension bridges" 227 : 111407-, 2021
16 Grigorjeva, T., "Finite element modelling for static behaviour analysis of suspension bridges with varying rigidity of main cables" 3 : 121-128, 2008
17 Cao, H.Y, "Feasible range for midtower lateral stiffness in three-tower suspension bridges" 23 : 06017009-, 2018
18 Shi, X. F., "Failure analysis of a girder bridge collapse under eccentric heavy vehicles" 21 : 05016009-, 2016
19 Zhang, W. M., "FEM-based shape-finding and force-assessment of suspension bridges via completed loop adjustment" 27 (27): 04021098-, 2022
20 Lasdon, L. S., "Design and testing of a generalized reduced gradient code for nonlinear programming" 4 (4): 34-50, 1976
21 Wang, X. L., "Deformation characteristics of double-cable multispan suspension bridges" 21 : 06015007-, 2016
22 Jung, M. R., "Deflection theory for self-anchored suspension bridges under live load" 20 : 04014093-, 2015
23 Zhang, W.M., "Cable shape and construction parameters of triple-tower double-cable suspension bridge with two asymmetrical main spans" 26 (26): 04020127-, 2021
24 Chai, S. B., "Approximate calculation for deformation of multi-tower suspension bridges" 26 : 45-51, 2016
25 Zhang, W. M., "An analytical algorithm for reasonable central tower stiffness in the three-tower suspension bridge with unequal-length main spans" 199 : 109595-, 2019
26 Sun, Y., "A specific rod model based efficient analysis and design of hanger installation for self-anchored suspension bridges with 3D curved cables" 110 : 184-208, 2016
27 Wen-jie Niu, "A New Analytic Solution to Determine Internal Load of Small Span Suspension Bridge" 대한토목학회 20 (20): 1419-1428, 2016