An Adjustment Technique for Tensions in the Cables of Concrete Cable-Stayed Bridges considering the Effect of Cable-Girder Temperature Difference
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-1145-z.pdf
Reference16 articles.
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2. Barr PJ, Stanton JF, Eberhard MO (2005) Effects of temperature variations on precast, prestressed concrete bridge girders. Journal of Bridge Engineering 10(2):186–194, DOI: https://doi.org/10.1061/(ASCE)1084-0702(2005)10:2(186)
3. Chen CC, Wu WH, Liu CY, Lai G (2016) Damage detection of cable-stayed bridges based on the variation of stay cable forces eliminating environmental temperature effects. Smart Structures and Systems 17(6):859–880, DOI: https://doi.org/10.12989/sss.2016.17.6.859
4. Chen ZS, Zhang C, Zhou JT, Song J (2013) Study of cable force of construction control and alignment control of main girders for longspan railway cable-stayed bridges. Modern Applied Science 7(9): 47–56, DOI: https://doi.org/10.5539/mas.v7n9p47
5. Fang Z, Wang JQ (2012) Practical formula for cable tension estimation by vibration method. Journal of Bridge Engineering 17(1):161–164, DOI: https://doi.org/10.1061/(ASCE)BE.1943-5592.0000200
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