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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

References

1 
Ren, W.-X. (1999), Ultimate Behavior of Long-Span Cable- Stayed Bridges, Journal of Bridge Engineering, ASCE, 4(1), 30-37.DOI
2 
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.DOI
3 
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.DOI
4 
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).URL
5 
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).DOI
6 
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).URL
7 
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.DOI
8 
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.URL
9 
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.DOI
10 
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.URL
11 
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.DOI
12 
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.DOI
13 
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.DOI
14 
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.URL
15 
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.DOI
16 
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.DOI
17 
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.DOI
18 
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.DOI
19 
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.DOI
20 
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).URL
21 
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).DOI
22 
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).DOI
23 
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).URL
24 
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).URL
25 
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).DOI
26 
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).DOI
27 
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).URL
28 
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).URL
29 
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).URL
30 
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.DOI
31 
Chen, W. F. and Lui, E. M. (1992), Stability Design of Steel Frames, CRC Press, Boca Raton, 380.URL
32 
Wang, P. H., Tseng, T. C., and Yang, C. G. (1993), Initial Shape of Cable-Stayed Bridges, Computer & Structures, ELSEVIER, 47(1), 111-123.DOI
33 
Ernst, H. J. (1965), Der E-Modul von Seilen unter Beruecksichtigung des Durchhanges, Der Bauingenieur, 40(2), 52-55 (in German).URL
34 
Fleming, J. F. (1979), Nonlinear static analysis of cable-stayed bridge structures, Computer & Structures, ELSEVIER, 10(4), 621-635.DOI
35 
Gimsing, N. J. (2012), Cable Supported bridges: Concepts and Design(3rd Ed.), John Wiley & Sons, UK.URL
36 
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.DOI
37 
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).URL
38 
MOLIT (Ministry of Land, Infrastructure and Transport, Korea) (2021) Bridge Design Load (Limit State Design), KDS 24 12 21, MOLIT, Korea (in Korean).URL