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Determination of force in single cable plane prestressed concrete polygonal line tower cable-stayed bridge based on minimum bending energy

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The cable force of a cable-stayed bridge plays a vital role in its internal force state. Different cable forces on both sides of the main tower make the force characteristics of the polygonal-line tower quite different from those of the straight-line tower. Therefore, the determination of the cable force of the polygonal-line tower cable-stayed bridge is a crucial aspect of any evaluation of its mechanical characteristics. A single-cable plane prestressed concrete broken-line tower cable-stayed bridge is taken as a case study to conduct a model test and theoretical cable force determination. The reasonable cable force of the bridge is determined by the minimum bending energy method combined with false load and internal force balance methods. analysis includes a comparison between cable force calculation results, model test results, and the design value of the actual bridge. The distribution law of the dead load cable force of the completed bridge is determined accordingly.
Rocznik
Strony
565--579
Opis fizyczny
Bibliogr. 28 poz., il., tab.
Twórcy
autor
  • School of Transportation Engineering, Shenyang Jianzhu University, Shenyang, China
autor
  • School of Transportation Engineering, Shenyang Jianzhu University, Shenyang, China
  • School of Transportation Engineering, Shenyang Jianzhu University, Shenyang, China
autor
  • School of Transportation Engineering, Shenyang Jianzhu University, Shenyang, China
Bibliografia
  • [1] E. Atashpaz-Gargari, C. Lucas. „Imperialist competitive algorithm: an algorithm for optimization inspired by imperialistic competition”. [J] Proceedings of 2007 IEEE Congress on Evolutionary Computation. Singapore: IEEE, 2007: pp. 4661-4667.
  • [2] A. Kaveh, S. Talatahari. “Optimum design of skeletal structures using imperialist competitive algorithm”. [J] Computers and Structures, 2010, 88: pp. 1220-1229.
  • [3] M. M. Hassana, A. O. Nassef, E. Damatty. “Determination of optimum post-tensioning cable forces of cablestayed bridges”. [J] Engineering Structures, 2012(1): pp. 248-259.
  • [4] Z. J. Chen, Y. Liu, L. F. Yang. “Optimization of Stay Cable Tension of Completed Bridge of Single-Pylon Cable- Stayed Bridge Based on Particle Swarm Optimization Algorithm”. [J] Bridge Construction, 2016 46(3): pp. 40-44.
  • [5] S. Q. Qin, Z Y Gao. „Developments and Prospects of Long-Span High-Speed Railway Bridge Technologies in China”. [J] Engineering, 2017, 3(6): pp. 787-794.
  • [6] J. L. Wang, L He. “A Prestressing Tendon Element Geoenvironmental Engineering”, 2013, 139(8): pp. 1262-1274.
  • [7] T. Carey, B. Mason, A. R. Barbosa, et al. “Modeling Framework for Soil-bridge System Response during Sequential Earthquake and Tsunami Loading”. [C] Tenth US National Conference on Earthquake Engineering, Anchorage [s.n.], 2014.
  • [8] H. Tao, X. F. Shen. “Strongly subfeasible sequential quadratic programming method of cable tension optimization for cable-stayed bridges”. [J] Chinese Journal of Theoretical and Applied Mechanics, 2006, 38(3): pp. 381-384. (in Chinese)
  • [9] X. H. Zhou, P. Dai, D. Jin. “Optimization analysis of cable tensions of dead load state for cable-stayed bridge with steel box girder” [J] Journal of Architecture and Civil Engineering, 2007, 24(2): pp. 19-23. (in Chinese)
  • [10] A. Baldomir, S. Hernandez, F. Nieto, et al. “Cable optimization of along span cable stayed bridge in La Coruña (Spain)”. [J]. Advances in Engineering Software, 2010,41: pp. 931-938.
  • [11] A. M. B. Martins, L. M. C. Simoes, J. H. J. O. Negrao. “Optimization of cable forces on concrete cable-stayed bridges including geometrical nonlinearities”. [J] Computers and Structures, 2015, 155: pp. 18-27.
  • [12] M. M. Hassan, A. A. EI Damatty, A. O. Nassef. “Database for the optimum design of semi-fan composite cable-stayed bridges based on genetic algorithms”. [J] Structure and Infrastructure Engineering, 2014, 11(8): pp. 1054-1068.
  • [13] X. Wu, R. C. Xiao. “Optimization of cable force for cable-stayed bridges with mixed stiffening girders based on genetic algorithm”. [J] Journal of Jiangsu University (Natural Science Edition), 2014, 35(6): 2016, 12(2): pp. 208-222.
  • [14] Y. C. Sung, C. Y. Wang, E. H. Teo. “Application of particle swarm optimisation to construction planning of cable-stayed bridges by the cantilever erection method”. [J] Structure and Infrastructure Engineering, 2016, 12(2): pp. 208-222.
  • [15] B. S. Smith. “The Single a Palne Cable-stayed Girder Bridge: a Method of Analysis Suitable for Computer Use”. [J] Civil engineering,1967,37(5): pp.183-194.
  • [16] Y. Xi; J. S. Kuang. “Ultimate Load Capacity of Cable-stayed Bridge”. Joural of Bridge Engineering [J]. 1999, 4(1): pp. 14-22.
  • [17] C. Honigmann, D. Billington. “Conceptual Design for the Sunniberg Bridge” [J] Joural of bridge enginerring, 2003, 8(3): pp. 122-130.
  • [18] R. Karoumi. “Some modelling aspects in the nonlinear finite element analysis of cable supported bridges”. [J] Computers& Structures, 1999, 71(4): pp. 397-412.
  • [19] Q. S. Chen, W. L. Huang, M G Yang, “Analysis of shear lag effect in construction stage of wide box girder extradosed cable-stayed bridge with large flanges”, Journal of Railway Science and Engineering, vol. 15, no. 12, pp. 3158-3164, 2018.
  • [20] X. Guo, Y. K. Wu, Y. Guo. “Time-dependent Seismic Fragility Analysis of Bridge Systems under Scour Hazard and Earthquake Loads”. [J] Engineering Structures, 2016, 121: pp. 52-60.
  • [21] M. M. Chuiaramonte, P. Arduino, D. E. Lehman, et al. “Seismic Analyses of Conventional and Improved Marginal Wharves”. [J] Earthquake Engineering & Structural Dynamics, 2013, 42(10): pp. 1435-1450.
  • [22] A. E. Haiderali, G. Madabhushi. “Evaluation of Curve Fitting Techniques in Deriving P-Y Curves for Laterally Loaded Piles”. [J] Geotechnical and Geological Engineering, 2016, 34(5): pp. 1453-1473.
  • [23] M. H. Faber, S. Engelund, R. Rackwitz. “Aspects of parallel wire cable reliability”. [J] Strucural Safety, 2003, 25(2): pp. 201–225.
  • [24] C. M. Lan, N. N. Bai, H. T. Yang, et al. “Weibull modeling of the fatigue life for steel rebar considering corrosion effects”. [J] International Journal of Fatigue, 2018, 111: pp. 134-143.
  • [25] C. M. Lan, Y. Xu, C. P. Liu, et al. “Fatigue life prediction for parallel-wire stay cables considering corrosion effects”. [J] International Journal of Fatigue, 2018, 114: pp. 81-91.
  • [26] M Bruneau. “Evaluation of system-reliability methods for cable-stayed bridge design”. [J] Journal of Structural Engineering, 1992, 118(4): pp. 1106-1120.
  • [27] Y. Liu, N. W. Lu, X. F. Yin, et al. “An adaptive support vector regression method for structural system reliability assessment and its application to a cable-stayed bridge”. [J] Proceedings of the Institution of Mechanical Engineers, Part O: Journal of Risk and Reliability, 2016, 230(2): pp. 204-219.
  • [28] V. Lute, A. Upadhyay, K. K. Singh. “Computationally efficient analysis of cable-stayed bridge for GA-based optimization”. [J] Engineering Applications of Artificial Intelligence, 2009, 22: pp. 750-758.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-862d67d2-1f3e-46c1-b985-106493ea46f2
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