References
- Abdel-Ghaffar, A. M. (1976). Dynamic analyses of suspension bridge structures. California Institute of Technology Earthquake Engineering Research Laboratory, EERL 76–01.
- Adanur, S., Günaydin, M., Altunişik, A. C., & Sevim, B. (2012). Construction stage analysis of humber suspension bridge. Applied Mathematical Modelling, 36(11), 5492–5505. https://doi.org/https://doi.org/10.1016/j.apm.2012.01.011
- An, X. W., Gosling, P. D., & Zhou, X. Y. (2016). Analytical structural reliability analysis of a suspended cable. Structural Safety, 58, 20–30. https://doi.org/https://doi.org/10.1016/j.strusafe.2015.08.001
- Fan, L. C., Pan, Y. R., & Du, G. H. (1999). Study on the fine method of calculating the erection-parameters of long-span suspension bridges. China Civil Engineering Journal, 32(6), 20–25. (in chinese)
- Gil, H., & Choi, Y. (2001). Cable erection test at pylon saddle for spatial suspension bridge. Journal of Bridge Engineering, 6(3), 183–188. https://doi.org/https://doi.org/10.1061/(ASCE)1084-0702(2001)6:3(183)
- Irvine, H. M. (1992). Cable structures. MIT Press.
- Jung, M. R., Min, D. J., & Kim, M. Y. (2013). Nonlinear analysis methods based on the unstrained element length for determining initial shaping of suspension bridges under dead loads. Computers & Structures, 128, 272–285. https://doi.org/https://doi.org/10.1016/j.compstruc.2013.06.014
- Juozapaitis, A., Idnurm, S., Kaklauskas, G., Idnurm, J., & Gribniak, V. (2010). Non-linear analysis of suspension bridges with flexible and rigid cables. Journal of Civil Engineering and Management, 16(1), 149–154. https://doi.org/https://doi.org/10.3846/jcem.2010.14
- Karoumi, R. (1999). Some modeling aspects in the nonlinear finite element analysis of cable supported bridges. Computers & Structures, 71(4), 397–412. https://doi.org/https://doi.org/10.1016/S0045-7949(98)00244-2
- Kim, H. K., Lee, M. J., & Chang, S. P. (2002). Non-linear shape-finding analysis of a self-anchored suspension bridge. Engineering Structures, 24(12), 1547–1559. https://doi.org/https://doi.org/10.1016/S0141-0296(02)00097-4
- Kim, H.-K., & Chang, S.-P. (1997). Determination of the initial configuration for a self-anchored suspension bridge introducing initial axial forces. Journal of the Korean Society of Civil Engineers, 17(1–2), 197–205.
- Kim, H.-K., & Kim, M.-Y. (2012). Efficient combination of a TCUD method and an initial force method for determining initial shapes of cable-supported bridges. International Journal of Steel Structures, 12(2), 157–174. https://doi.org/https://doi.org/10.1007/s13296-012-2002-1
- Kim, K. S., & Lee, H. S. (2001). Analysis of target configurations under dead loads for cable-supported bridges. Computers & Structures, 79(29–30), 2681–2692. https://doi.org/https://doi.org/10.1016/S0045-7949(01)00120-1
- Lepidi, M., & Gattulli, V. (2016). Non-linear interactions in the flexible multi-body dynamics of cable-supported bridge cross-sections. International Journal of Non-Linear Mechanics, 80, 14–28. https://doi.org/https://doi.org/10.1016/j.ijnonlinmec.2015.09.009
- Li, C. X., Wang, L., & Liu, G. D. (2005). Separate calculation method on suspension bridge saddle's position. China Joural of Highway and Transport, 18(1), 63–68. (in Chinese)
- Lonetti, P., & Pascuzzo, A. (2014). Design analysis of the optimum configuration of self-anchored cable-stayed suspension bridges. Structural Engineering and Mechanics, 51(5), 847–866. https://doi.org/https://doi.org/10.12989/sem.2014.51.5.847
- Luo, X. H., Xiao, R. C., & Xiang, H. F. (2005). The saddle-cable element used in nonlinear suspension analysis. China Civil Engineering Journal, 38(6), 47–53.
- Qi, D. C., Shen, R. L., & Liu, Z. J. (2014). A spatial saddle element with three nodes in FEM suspension model. Journal of Southwest Jiaotong University, 49(6), 942–947. (in Chinese)
- Tang, M. L., & Qiang, S. Z. (1999). Precise calculation o f theoretic positions of cable saddles of suspension bridges. Engineering Mechanics, 0(3), 339–344. (in Chinese)
- Tang, M. L., Qiang, S. Z., & Shen, R. L. (2003). Segmental catenary method of calculating the cable curve of suspension bridge. Journal of the China Railway Society, 25(1), 87–91.
- Wang, P. H., Lin, H. T., & Tang, T. Y. (2002). Study on nonlinear analysis of a highly redundant cable-stayed bridge. Computers & Structures, 80(2), 165–182. https://doi.org/https://doi.org/10.1016/S0045-7949(01)00166-3
- Wang, P. H., Tseng, T. C., & Yang, C. G. (1993). Initial shape of cable-stayed bridges. Computers & Structures, 47(1), 111–123. https://doi.org/https://doi.org/10.1016/0045-7949(93)90284-K