Optimum design of concrete cable-stayed bridges

References

• Baldomir, A., S. Hernandez, F. Nieto, and J. A. Jurado. 2010. “Cable Optimization of a Long Span Cable Stayed Bridge in La Coruña (Spain).” Advances in Engineering Software 41: 931–938. doi: 10.1016/j.advengsoft.2010.05.001
   Web of Science ®Google Scholar
• Bazant, Z. P. 1988. “Material Models for Structural Creep Analysis.” In Mathematical Modelling of Creep and Shrinkage of Concrete, edited by Z. P. Bazant, 99–215. Chichester: John Wiley and Sons, Ltd.
   Google Scholar
• Cassis, J. H., and L. A. Schmit Jr. 1976. “Optimum Structural Design with Dynamic Constraints.” Journal of the Structural Division, ASCE 102 (10): 2053–2071.
   Web of Science ®Google Scholar
• Chen, Qin. 1992. “Optimization of Cable-stretching Planning in the Construction of Cable-stayed Bridges.” Engineering Optimization 19: 1–20. doi: 10.1080/03052159208941217
   Google Scholar
• Chen, Wai-Fah, and Lian Duan. 2000. Bridge Engineering Handbook. Boca Raton: CRC Press.
   Google Scholar
• Chen, W. F., and E. M. Lui. 1991. Stability Design of Steel Frames. Boca Raton: CRC Press.
   Google Scholar
• Cluley, N. C., and R. Shepherd. 1996. “Analysis of Concrete Cable-stayed Bridges for Creep, Shrinkage and Relaxation Effects.” Computers & Structures 58 (2): 337–350. doi: 10.1016/0045-7949(95)00131-Y
   Web of Science ®Google Scholar
• Cruz, P. J. S., A. R. Marí, and P. Roca. 1998. “Non-linear Time-dependent Analysis of Segmentally Constructed Structures.” Journal of Structural Engineering ASCE 124 (3): 278–287. doi: 10.1061/(ASCE)0733-9445(1998)124:3(278)
   Web of Science ®Google Scholar
• EN 1992-1-1. 2010. NP EN 1992–1–1 Eurocódigo 2 – Projecto de estruturas de betão, Parte 1-1: Regras gerais e regras para edifícios. IPQ – Instituto Português da Qualidade.
   Google Scholar
• EN 1993-1-11. 2006. EN 1993-1-11 Eurocode 3 – Design of steel structures, Part 1-11: Design of structures with tension components. CEN – Comité Européen de Normalisation.
   Google Scholar
• Ernst, J. H. 1965. “Der E-Modul von Seilen unter berucksichtigung des Durchhanges.” Der Bauingenieur 40 (2): 52–55 (in German).
   Google Scholar
• Freire, A. M. S., J. H. O. Negrão, and A. V. Lopes. 2006. “Geometrical Nonlinearities on the Static Analysis of Highly Flexible Steel Cable-stayed Bridges.” Computers & Structures 84: 2128–2140. doi: 10.1016/j.compstruc.2006.08.047
   Web of Science ®Google Scholar
• Furukawa, K., I. Sakai, S. Kumagai, H. Arai, and A. Kasuga. 1987a. “Optimization of Cable Forces in Cable-stayed Prestressed Concrete Bridges Based on Minimum Strain Energy Criterion.” Paper presented at the International Conference on Cable-Stayed Bridges, Bangkok, Thailand.
   Google Scholar
• Furukawa, K., H. Sugimoto, T. Egusa, K. Inoue, and Y. Yamada. 1987b. “Studies on the Optimization of Cable Prestressing for Cable-stayed Bridges.” Paper presented at the International Conference on Cable-Stayed Bridges, Bangkok, Thailand.
   Google Scholar
• Hassan, M. M. 2013. “Optimization of Stay Cables in Cable-stayed Bridges Using Finite Element, Genetic Algorithm, and B-spline Combined Technique.” Engineering Structures 49: 643–654. doi: 10.1016/j.engstruct.2012.11.036
   Web of Science ®Google Scholar
• Hassan, M. M., A. A. El Damatty, and A. O. Nassef. 2014. “Database for the Optimum Design of Semi-fan Composite Cable-stayed Bridges Based on Genetic Algorithms.” Structure and Infrastructure Engineering. doi:10.1080/15732479.2014.931976
   Web of Science ®Google Scholar
• Hassan, M. M., A. O. Nassef, and A. A. El Damatty. 2012. “Determination of Optimum Post-tensioning Cable Forces of Cable-stayed Bridges.” Engineering Structures 44: 248–259. doi: 10.1016/j.engstruct.2012.06.009
   Web of Science ®Google Scholar
• Hassan, M. M., A. O. Nassef, and A. A. El Damatty. 2013a. “Surrogate Function of Post-tensioning Cable Forces for Cable-stayed Bridges.” Journal of Advances in Structural Engineering 16 (3): 559–578. doi: 10.1260/1369-4332.16.3.559
   Web of Science ®Google Scholar
• Hassan, M. M., A. O. Nassef, and A. A. El Damatty. 2013b. “Optimal Design of Semi-fan Cable-stayed Bridges.” Canadian Journal of Civil Engineering 40: 285–297. doi: 10.1139/cjce-2012-0032
   Web of Science ®Google Scholar
• Hewson, Nigel R. 2003. Prestressed Concrete Bridges: Design and Construction. London: Thomas Telford Publishing.
   Google Scholar
• Janjic, D., M. Pircher, and H. Pircher. 2003. “Optimization of Cable Tensioning in Cable-stayed Bridges.” Journal of Bridge Engineering 8 (3): 131–137. doi: 10.1061/(ASCE)1084-0702(2003)8:3(131)
   Web of Science ®Google Scholar
• Karoumi, Raid. 1999. “Some Modelling Aspects in the Nonlinear Finite Element Analysis of Cable Supported Bridges.” Computers & Structures 71: 397–412. doi: 10.1016/S0045-7949(98)00244-2
   Web of Science ®Google Scholar
• Kasuga, A., H. Arai, J. E. Breen, and K. Furukawa. 1995. “Optimum Cable-force Adjustments in Concrete Cable-stayed Bridges.” Journal Structural Engineering ASCE 121 (4): 685–694. doi: 10.1061/(ASCE)0733-9445(1995)121:4(685)
   Web of Science ®Google Scholar
• Khalil, M. S., W. H. Dilger, and A. Ghali. 1983. “Time-dependent Analysis of PC Cable-stayed Bridges.” Journal of Structural Engineering ASCE 109 (8): 1980–1996. doi: 10.1061/(ASCE)0733-9445(1983)109:8(1980)
   Web of Science ®Google Scholar
• Long, W., M. S. Troitsky, and Z. A. Zielinski. 1999. “Optimum Design of Cable Stayed Bridges.” Journal of Structural Engineering and Mechanics 7 (3): 241–257. doi: 10.12989/sem.1999.7.3.241
   Web of Science ®Google Scholar
• Lute, V., A. Upadhyay, and K. K. Singh. 2009. “Computationally Efficient Analysis of Cable-stayed Bridge for GA-based Optimization.” Engineering Applications of Artificial Intelligence 22: 750–758. doi: 10.1016/j.engappai.2009.04.001
   Web of Science ®Google Scholar
• Martins, A. M. B., L. M. C. Simões, and J. H. J. O. Negrão. 2014. “Cable Stretching Force Optimization of Concrete Cable-stayed Bridges Including Construction Stages and Time-dependent Effects.” Structural and Multidisciplinary Optimization 51 (3): 757–772. doi: 10.1007/s00158-014-1153-4
   Web of Science ®Google Scholar
• Moses, F., and S. Onoda. 1969. “Minimum Weight Design of Structures with Application to Elastic Grillages.” International Journal for Numerical Methods in Engineering 1 (4): 311–331. doi: 10.1002/nme.1620010402
   Google Scholar
• Nazmy, A. S., and A. M. Abdel-Ghaffar. 1990. “Three-dimensional Nonlinear Static Analysis of Cable-stayed Bridges.” Computers & Structures 34 (2): 257–271. doi: 10.1016/0045-7949(90)90369-D
   Web of Science ®Google Scholar
• Negrão, J. H. J. O., and L. M. C. Simões. 1997a. “Cable Stretching Force Optimization in Cable-stayed Bridges.” Paper presented at the WCSMO-2 The Second World Congress of Structural and Multidisciplinary Optimization, IFTR: 983–987.
   Google Scholar
• Negrão, J. H. O., and L. M. C. Simões. 1997b. “Optimization of Cable-stayed Bridges with Three-dimensional Modelling.” Computers & Structures 64 (1–4): 741–758. doi: 10.1016/S0045-7949(96)00166-6
   Web of Science ®Google Scholar
• Ohkubo, S., and K. Taniwaki. 1991. “Shape and Sizing Optimization of Steel Cable-stayed Bridges.” In Proceedings of OPTI 91 – Optimization of Structural Systems and Industrial Applications, edited by S. Hernandez and C. A. Brebbia, 529–540. Cambridge, MA: Elsevier Applied Sciences.
   Google Scholar
• EN 1991-1-6. 2005. EN 1991-1-6 Eurocode 1 – Actions on structures, Part 1–6: General actions – Actions during execution. CEN – Comité Européen de Normalisation.
   Google Scholar
• Simões, L. M. C. 1987. “Search for the Global Optimum of Least Volume Trusses.” Engineering Optimization 11, 49–67. doi: 10.1080/03052158708941036
   Google Scholar
• Simões, L. M. C. 1989. “Isolated Global Optimality in Truss Sizing Problems.” Computers & Structures 33 (2): 375–384. doi: 10.1016/0045-7949(89)90008-4
   Web of Science ®Google Scholar
• Simões, L. M. C., and J. H. O. Negrão. 1994. “Sizing and Geometry Optimization of Cable-stayed Bridges.” Computers & Structures 52 (2): 309–321. doi: 10.1016/0045-7949(94)90283-6
   Web of Science ®Google Scholar
• Simões, L. M. C., and J. H. J. O. Negrão. 1999. “Optimization of Cable-stayed Bridges Subjected to Earthquakes with Non-linear Behaviour.” Engineering Optimization 31: 457–478. doi: 10.1080/03052159908941382
   Web of Science ®Google Scholar
• Simões, L. M. C., and J. H. J. O. Negrão. 2000. “Optimization of Cable-stayed Bridges with Box-girder Decks.” Advances in Engineering Software 31: 417–423. doi: 10.1016/S0965-9978(00)00003-X
   Web of Science ®Google Scholar
• Simões, L. M. C., and A. B. Templeman. 1989. “Entropy-based Synthesis of Pretensioned Cable net Structures.” Engineering Optimization 15: 121–140. doi: 10.1080/03052158908941147
   Google Scholar
• Somja, H., and V. de Ville de Goyet. 2008. “A New Strategy for Analysis of Erection Stages Including an Efficient Method for Creep Analysis.” Engineering Structures 30: 2871–2883. doi: 10.1016/j.engstruct.2008.03.015
   Web of Science ®Google Scholar
• Sung, Y. C., D. W. Chang, and E-H. Teo. 2006. “Optimum Post-tensioning Cable Forces of Mau-Lo Hsi Cable-stayed Bridge.” Engineering Structures 28: 1407–1417. doi: 10.1016/j.engstruct.2006.01.009
   Web of Science ®Google Scholar
• Torii, K., and K. Ikeda. 1987. “A Study of the Optimum Design Method for Cable-stayed Bridges.” Paper presented at the International Conference on Cable-Stayed Bridges, Bangkok, Thailand.
   Google Scholar
• Walther, R., B. Houriet, W. Isler, P. Moia, and J. F. Klein. 1999. Cable-stayed Bridges. 2nd ed. London: Thomas Telford Publishing.
   Google Scholar
• Wang, Pao-Hsii, and Chiung-Guei Yang. 1996. “Parametric Studies on Cable-stayed Bridges.” Computers & Structures 60 (2): 243–260. doi: 10.1016/0045-7949(95)00382-7
   Web of Science ®Google Scholar