참고문헌
- Ren, W.-X. (1999), Ultimate Behavior of Long-Span CableStayed Bridges, Journal of Bridge Engineering, ASCE, 4(1), 30-37.
- Kim, H.-J., Won, D. H., Kang, Y.-J., and Kim, S. (2017), Structural Stability of Cable-stayed Bridges During Construction, International Journal of Steel Structures, Springer, 17(2), 443-469.
- Cong, Y., and Kang, H. (2019), Planar nonlinear dynamic behavior of a cable-stayed bridge under excitation of tower motion, European Journal of Mechanics - A/Solids, ELSEVIER, 76, 91-107.
- Song, W.-K., Kim, S.-E., and Ma, S. S. (2005), Initial Shape Determination of Steel Cable-Stayed Bridges Using Nonlinear Analysis, KSCE Journal of Civil and Environmental Engineering Research, Korean Society of Civil Engineers, 25(1A), 73-79 (in Korean).
- Kim, S., Lee, K. S., Kim, K. S., and Kang, Y.J. (2010), Analytical Study of Geometric Nonlinear Behavior of Cable-stayed Bridges, KSCE Journal of Civil and Environmental Engineering Research, Korean Society of Civil Engineers, 30(1A), 1-13 (in Korean).
- Song, Y.-H., and Kim, M.-Y. (2011), Practical Determination Method of Initial Cable Forces in Cable-Stayed Bridges, Journal of the Computational Structural Engineering Institute of Korea, Computational Structural Engineering Institute of Korea, 24(1), 87-95 (in Korean).
- Wu, J., Frangopol, D. M., and Soliman, M., (2015), Geometry control simulation for long-span steel cable-stayed bridges based on geometrically nonlinear analysis, Engineering Structures, ELSEVIER, 90, 71-82.
- Ma, S.-S., Kwon, T.-Y., Lee, W.-H., and Ahn, J.-H. (2024), Determining Cable Cross-Section and Stress Level according to Steel Cable-Stayed Bridge Type Using Harmony Search, Journal of Korean Society of Steel Construction, Korean Society of Steel Construction, 36(2), 121-132.
- Janjic, D., Pircher, M., and Pircher, H. (2003), Optimization of Cable Tensioning in Cable-Stayed Bridges, Journal of Bridge Engineering, ASCE, 8(3), 131-137.
- Kim, C. H., and Lee, H. S. (2005), Analyses of Initial Equilibrium States of Cable-stayed Bridges by Optimization, KSCE Journal of Civil and Environmental Engineering Research, Korean Society of Civil Engineers, 25(6A), 1071-1084.
- Park, D. Y. (2012), A Study for Finding Optimized Cable Forces of Cable Stayed Bridge, Journal of the Korean Society for Advanced Composite Structures, Korean Society for Advanced Composite Structures, 3(1), 16-20.
- Hassan. M. M. (2013), Optimization of stay cables in cable-stayed bridges using finite element, genetic algorithm, and B-spline combined technique, Engineering Structures, ELSEVIER, 49, 643-654.
- Jung, M. R., Park, S. W., Min, D. J., and Kim, M. Y. (2016), A Simplified Analysis Method for Determining an Optimized Initial Shape of Cable-Stayed Bridges, KSCE Journal of Civil and Environmental Engineering Research, Korean Society of Civil Engineers, 36(6), 947-954.
- Atmaca, B. Dede, T., and Grzywinski, M. (2020), Optimization of cables size and prestressing force for a single pylon cable-stayed bridge with Jaya algorithm, Steel and Composite Structures, Techno-Press, 34(6), 853-862.
- Zhang, H.-H., Sun, N.-N., Wang, P.-Z., Liu, M.-H., and Li, Y. (2020), Optimization of Cable Force Adjustment in Cable-Stayed Bridge considering the Number of Stay Cable Adjustment, Advances in Civil Engineering, Hindawi, 2020, 4527309.
- Feng, Y., Lan, C., Briseghella, B., Fenu, L., and Zordan, T. (2022), Cable optimization of a cable-stayed bridge based on genetic algorithms and the influence matrix method, Engineering Optimization, Taylor & Francis, 54(1), 20-39.
- Guo, J., and Guan, Z. (2023), Optimization of the cable forces of completed cable-stayed bridges with differential evolution method, Structures, ELSEVIER, 47, 1416-1427.
- Wang, L., Xiao, Z., Li, M., and Fu, N. (2023), Cable Force Optimization of Cable-Stayed Bridge Based on Multiobjective Particle Swarm Optimization Algorithm with Mutation Operation and the Influence Matrix, Appled Sciences, MDPI, 13(4), 2611.
- Geem, Z. W., Kim, J. H., and Loganathan, G. V. (2001), A New Heuristic Optimization Algorithm: Harmony Search, Simulation: Transaction of The Society for Modeling and Simulation International, SAGE, 76(2), 60-68.
- Kim, B.-I., and Kwon, J.-H. (2013), Optimum Design of Truss on Sizing and Shape with Natural Frequency Constraints and Harmony Search Algorithm, Journal of Ocean Engineering and Technology, Korean Society of Ocean Engineers, 27(5), 36-42 (in Korean).
- Lee, H. M., Yoo, D. G., Lee, E. H.,Choi, Y. H., and Kim, J. H. (2016), Development and Applications of Multi-layered Harmony Search Algorithm for Improving Optimization Efficiency, Journal of the Korea Academia-Industrial Cooperation Society, The Korea Academia-Industrial cooperation Society, 17(4), 1-12 (in Korean).
- Kim, E.-S., Shin, S. S., Kim, Y.-H., and Yoon, Y. (2021) State of the Art Technology Trends and Case Analysis of Leading Research in Harmony Search Algorithm, Journal of The Korea Convergence Society, 12(11), 81-90 (in Korean).
- Geem, Z. W. (2022), Review on Theory and Applications of Harmony Search Algorithm based on Korea Citation Index, Journal of Korean Institute of Intelligent Systems, Korean Institute of Intelligent Systems, 32(3), 244-253 (in Korean).
- Kim, B.-I., and Kwon, J.-H. (2013), Optimum Design of Truss on Sizing and Shape with Natural Frequency Constraints and Harmony Search Algorithm, Journal of Ocean Engineering and Technology, Korean Society of Ocean Engineers, 27(5), 36-42 (in Korean).
- Kim, B. I. (2015), Optimum Design for Sizing and Shape of Truss Structures Using Harmony Search and Simulated Annealing, Journal of Korean Society of Steel Construction, Korean Society of Steel Construction, 27(2), 131-142 (in Korean).
- Jung, J.-S., Choi, Y.-C., and Lee, K.-S. (2017), Discrete Optimization of Structural System by Using the Harmony Search Heuristic Algorithm with Penalty Function, Journal of the Architectural Institute of Korea Structure & Construction, Architectural Institute of Korea, 33(12), 53-62 (in Korean).
- Kim, J. H. (2018), Harmony search algorithm and its application to optimization problems in civil and water resources engineering, Journal of Korea Water Resources Association, Korea Water Resources Association, 51(4), 281-291 (in Korean).
- MOLIT (Ministry of Land, Infrastructure and Transport, Korea) (2017), Design Standard for Steel Structural Members (Load & Resistance Factor Design), KDS 14 31 10, MOLIT, Korea (in Korean).
- MOLIT (Ministry of Land, Infrastructure and Transport, Korea) (2018) Design Standard for Steel Bridges(Limit State Design), KDS 24 14 31, MOLIT, Korea (in Korean).
- Kim, S.-E., Choi, S.-H., and Ma, S.-S. (2003), Performance based design of steel arch bridges using practical inelastic nonlinear analysis, Journal of Constructional Steel Research, ELSEVIER, 59(1), 91-108.
- Chen, W. F. and Lui, E. M. (1992), Stability Design of Steel Frames, CRC Press, Boca Raton, 380.
- Wang, P. H., Tseng, T. C., and Yang, C. G. (1993), Initial Shape of Cable-Stayed Bridges, Computer & Structures, ELSEVIER, 47(1), 111-123.
- Ernst, H. J. (1965), Der E-Modul von Seilen unter Beruecksichtigung des Durchhanges, Der Bauingenieur, 40(2), 52-55 (in German).
- Fleming, J. F. (1979), Nonlinear static analysis of cable-stayed bridge structures, Computer & Structures, ELSEVIER, 10(4), 621-635.
- Gimsing, N. J. (2012), Cable Supported bridges: Concepts and Design(3rd Ed.), John Wiley & Sons, UK.
- Nazmy, A. S. and Abdel-Ghaffar, A. M. (1990), Three-dimensional nonlinear static analysis of cable-stayed bridges, Computers and Structures, ELSEVIER, 34(2), 257-271.
- MOLIT (Ministry of Land, Infrastructure and Transport, Korea) (2021) Load Combination for Bridge Design (Limit State Design), KDS 24 12 11, MOLIT, Korea (in Korean).
- MOLIT (Ministry of Land, Infrastructure and Transport, Korea) (2021) Bridge Design Load (Limit State Design), KDS 24 12 21, MOLIT, Korea (in Korean).