Abstract
This paper presents an investigation of the stability characteristics of steel cable-stayed bridges during construction. In general, cable-stayed bridges are subjected to quite large compressive forces induced by stayed cables, and may become unstable during their construction stage, due to the excessive compressive forces induced by added construction loads. To solve the structural instability problems of the bridges under construction, a nonlinear analysis program was developed based on the theory of nonlinear finite element analysis. The complex stability characteristics of cable-stayed bridges during construction were investigated through a series of rigorous geometric nonlinear analyses, including various structural nonlinearities such as cable-sag effect, beam-column effect of girder and mast, large displacement effect, and girder-mast-cable interaction. To consider the construction characteristics of the cable-stayed bridges, a three-step analysis method is proposed, and used in the present study. In addition, the effects of various cable-arrangement types and girder-mast stiffness ratios on the stability characteristics were extensively investigated. Typical buckling modes can be classified into two categories, depending on the location of critical member or members.
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07 December 2023
A Correction to this paper has been published: https://doi.org/10.1007/s13296-023-00790-8
References
Adeli, H. and Zhang, J. (1994). “Fully nonlinear analysis of composite girder cable-stayed bridges.” Computers & Structures, 54(2), pp. 267–277.
Chen, D. W., Au, F. T. K., Tham, L. G., and Lee, P. K. K. (2000). “Determination of initial cable forces in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method.” Computers & Structures, 74, pp. 1–9.
Cheng, J. and Xiao, R. C. (2004). “Probabilistic determination of initial cable forces of cable-stayed bridges under dead loads.” Structural Engineering and Mechanics, 17(2), pp. 267–279.
Ernst, H. J. (1965). “Der e-modul von seilen unter berucksichtigung des durchanges.” Der Bauingenieur, 40, pp. 52–55 (in German).
Fleming, J. F. (1979). “Nonlinear static analysis of cablestayed bridges.” Computers & Structures, 10, pp. 621–635.
Freire, A. M. S., Negrao, J. H. O., and Lopes, A.V. (2006). “Geometric nonlinearities on the static analysis of highly flexible steel cable-stayed bridges.” Computers & Structures, 84, pp. 2128–2140.
Gimsing, N. J. (1983). Cable supported bridges Concept & Design 2nd Edition. John Wiley & Sons Ltd., New-York.
GS E&C (2003). Development of analysis and design system for cable-stayed bridges, Research Report, Seoul, Korea.
Kim, K. S. and Lee, H. S. (2001). “Analysis of target configurations under dead loads for cable-supported bridges.” Computers & Structures, 79, pp. 2681–2692.
Kim, S., Won, D. H., Lee, K., and Kang, Y. J. (2015). “Structural Stability of Cable-stayed Bridges.” International Journal of Steel Structures, 15(3), pp. 743–760.
Lee, K., Kim, S., Choi, J. H., and Kang, Y. J. (2015). “Ultimate behavior of cable stayed bridges under construction: Experimental and analytical study.” International Journal of Steel Structures, 15(2), pp. 311–318.
Lim, N. H., Han, S. Y., Han, T. H., and Kang, Y. J. (2008). “Parametric study on stability of continuous welded rail track -ballast resistance and track irregularity-.” International Journal of Steel Structures, 8(3), pp. 171–181.
Reddy, P., Ghaboussi, J., and Hawkins, N. M. (1994). “Simulation of construction of cable-stayed bridges.” Journal of Bridge Engineering, ASCE, 4(4), pp. 249–257.
Ren, W. X. (1999). “Ultimate behavior of long-span cable stayed bridges.” Journal of Bridge Engineering, ASCE, 4(1), pp. 30–36.
Shu, H. S. and Wang, Y. C. (2001). “Stability analysis of box-girder cable-stayed bridges.” Journal of Bridge Engineering, ASCE, 6(1), pp. 63–68.
Song, M. K., Kim, S. H., and Choi, C. K. (2006). “Enhanced finite element modeling for geometric non-linear analysis of cable-supported structures.” Structural Engineering and Mechanics, 22(5), pp. 575–597.
Song, W. K. and Kim, S. E. (2007). “Analysis of the overall collapse mechanism of cable-stayed bridges with different cable layouts.” Engineering Structures, 29, pp. 2133–2142.
Tang, C. C., Shu, H. S., and Wang, Y. C. (2001). “Stability analysis of steel cable-stayed bridge.” Structural Engineering and Mechanics, 11(1), pp. 35–48.
Wang, P. H., Tang, T. Y., and Zheng, H. N. (2004). “Analysis of Cable-stayed Bridges during Construction by Cantilever Methods.” Computers and Structures, 82, pp. 329–346.
Wang, P. H., Tseng, T. C., and Yang, C. G. (1993). “Initial shape of cable stayed bridge.” Computers & Structures, 47(1), pp. 111–123.
Wang, P. H. and Yang, C. G. (1993). “Parametric studies on cable stayed bridges.” Computers & Structures, 60(2), pp. 243–260.
Xi, Y. and Kuang, J. S. (1999). “Ultimate load capacity of cable-stayed bridges.” Journal of Bridge Engineering, ASCE, 4(10), pp. 14–22.
Yang, Y. B. and Kuo, S. R. (1994) Theory and analysis of nonlinear framed structures. Prentice-Hall, Inc., Singapore.
Yun, G. J. and Lee, W. S. (2001). “Nonlinear static analysis and initial shape determination analysis of cable stayed bridges”, Journal of Korean Society of Civil Engineers, 21(1A), pp. 165–177. (in Korean)
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Kim, HJ., Won, D.H., Kang, YJ. et al. Structural stability of cable-stayed bridges during construction. Int J Steel Struct 17, 443–469 (2017). https://doi.org/10.1007/s13296-017-6006-8
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DOI: https://doi.org/10.1007/s13296-017-6006-8