Details

Title

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

Journal title

Archives of Civil Engineering

Yearbook

2021

Volume

vol. 67

Issue

No 3

Affiliation

Li, Yanfeng : School of Transportation Engineering, Shenyang Jianzhu University, Shenyang 110168, China ; Guo, Tianyu : School of Transportation Engineering, Shenyang Jianzhu University, Shenyang 110168, China ; Bao, Longsheng : School of Transportation Engineering, Shenyang Jianzhu University, Shenyang 110168, China ; Wang, Fuchun : School of Transportation Engineering, Shenyang Jianzhu University, Shenyang 110168, China

Authors

Keywords

cable-stayed bridge ; polygonal tower ; finite element method ; minimum bending energy method

Divisions of PAS

Nauki Techniczne

Coverage

565-579

Publisher

WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES

Bibliography


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[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 cable-stayed 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.
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[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.
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Date

2021.09.08

Type

Article

Identifier

DOI: 10.24425/ace.2021.138071

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