1 Macdonald JHG, "Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modeling" 27 (27): 1916-1930, 2005
2 Khan I, "Temperature effect on continuous modal parameter identification of cable stayed bridge" 105 (105): 1-8, 2015
3 Chen ZS, "Study of cable force of construction control and alignment control of main girders for longspan railway cable-stayed bridges" 7 (7): 47-56, 2013
4 Wang XY, "Relationship of cable tension and temperature based on long-term monitoring data on the cable-stayed bridge" 405-408 : 1716-1721, 2013
5 Zui H, "Practical formulas for estimation of cable tension by vibration method" 122 (122): 651-665, 1996
6 Fang Z, "Practical formula for cable tension estimation by vibration method" 17 (17): 161-164, 2012
7 Xu YL, "Monitoring temperature effect on a long suspension bridge" 17 (17): 632-653, 2010
8 Russell JC, "Experimental determination of frequencies and tension for elastic cables" 124 (124): 1067-1072, 1998
9 Nugroho G, "Evaluation of tension force using vibration technique related to string and beam theory to ratio of moment of inertia to span" 95 : 225-231, 2014
10 Kim BH, "Estimation of cable tension force using the frequency-based system identification method" 304 (304): 660-676, 2007
1 Macdonald JHG, "Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modeling" 27 (27): 1916-1930, 2005
2 Khan I, "Temperature effect on continuous modal parameter identification of cable stayed bridge" 105 (105): 1-8, 2015
3 Chen ZS, "Study of cable force of construction control and alignment control of main girders for longspan railway cable-stayed bridges" 7 (7): 47-56, 2013
4 Wang XY, "Relationship of cable tension and temperature based on long-term monitoring data on the cable-stayed bridge" 405-408 : 1716-1721, 2013
5 Zui H, "Practical formulas for estimation of cable tension by vibration method" 122 (122): 651-665, 1996
6 Fang Z, "Practical formula for cable tension estimation by vibration method" 17 (17): 161-164, 2012
7 Xu YL, "Monitoring temperature effect on a long suspension bridge" 17 (17): 632-653, 2010
8 Russell JC, "Experimental determination of frequencies and tension for elastic cables" 124 (124): 1067-1072, 1998
9 Nugroho G, "Evaluation of tension force using vibration technique related to string and beam theory to ratio of moment of inertia to span" 95 : 225-231, 2014
10 Kim BH, "Estimation of cable tension force using the frequency-based system identification method" 304 (304): 660-676, 2007
11 Wei-Xin Ren, "Empirical formulas to estimate cable tension by cable fundamental frequency" 국제구조공학회 20 (20): 363-380, 2005
12 Barr PJ, "Effects of temperature variations on precast, prestressed concrete bridge girders" 10 (10): 186-194, 2005
13 Fu YD, "Effect of differential temperature on a curved post-tensioned concrete bridge" 7 (7): 385-397, 2004
14 Chien-Chou Chen, "Damage detection of a cable-stayed bridge based on the variation of stay cable forces eliminating environmental temperature effects" 국제구조공학회 17 (17): 859-880, 2016
15 Irvine HM, "Cable structures" MIT Press 1981
16 Alberto MBM, "Cable stretching force optimization of concrete cable-stayed bridges including construction stages and time-dependent effects" 51 (51): 757-772, 2015