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Proje Grubu: MAG Sayfa Sayısı: 209 Proje No: 106M490 Proje Bitiş Tarihi: 01.10.2009 Metin Dili: Türkçe İndeks Tarihi: 29-07-2022

Betonarme ve çelik yapıların deprem yüklerinin de göz önüne alınarak optimum boyutlandırılması

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Erişim Türü: Erişime Açık
  • 1. COATES R.C., Coutine M. G. ve Kong F. K., Structural Analysis , 2nd Edition, Vokingham, Berks., Van Nostrand Reinhold, (1980)
  • 2. MAJİD K. I., Optimum Design of Structures , Butterworths, London, U. K. (1974).
  • 3. ATREK E., Gallagher R. H., Ragsdell K. M. and Zienkewics O. C. (Eds), New Directions in Optimum Structural Design , Chichester, John Wiley & Sons, (1984).
  • 4. ARORA J. S., Introduction to Optimum Design , McGraw-Hill, (1989).
  • 5. HAFTKA R.T. and Gurdal Z., Elements of Structural Optimization , Kluwer Academic Publishers, The Netherlands, (1992).
  • 6. KİRSCH U., Structural Optimization , Springer-Verlag, (1993).
  • 7. ARORA J. S., Guide to Structural Optimization , ASCE Manuals and Reports on Engineering Practice, No. 90, ASCE, New York, USA, (1997).
  • 8. BELEGUNDİ A.D., Chandrupath T. R., Optimization Concepts and Application in Engineering , Prentice-Hall Inc, (1999).
  • 9. VENKAYYA V. B., Khot N. S. and Berke L., Application of Optimality Criteria Approaches to Automated design of large Practical Structures , Second Symposium on Structural Optimization, AGARD-CP-123, (1973) , pp:1-3 to 3-19.
  • 10. SCHMİT L. and Fleury C., Discrete-Continuous Variable Structural Synthesis Using Dual Methods, AIAA Journal, 18, 1515-1524, (1980).
  • 11. TEMPLEMAN A. B. and Yates D. F., A Sequential Method for Discrete Optimum Design of Structures, Engineering Optimization, 6, 145-155, (1983).
  • 12. GRİERSON D. E. and Cameron G. E., SODA-Structural optimization design and analysis , Released 3.1 User manual, Waterloo Engineering Software, Waterloo, Canada, (1990).
  • 13. SAKA M. P. Optimum Design of Nonlinear Space Trusses , J. Computers and Structures, Vol. 30, No. 3, pp: 545-551, (1988).
  • 14. SAKA M. P. and Ulker M., Optimum Design of Geometrically Nonlinear Space Trusses , J. of Computers and Structures, Vol. 42, No. 3, pp: 289-299, (1992).
  • 15. SAKA M. P. and Hayalioglu M. S., Optimum Design of Geometrically Nonlinear Elastic-Plastic Steel Frames , J. Computers and Structures, Vol. 38, No. 3, pp: 329-344, (1991).
  • 16. HAYALİOGLU M. S. and Saka M. P., Optimum Design of Geometrically Nonlinear Elastic-Plastic Steel Frames with Tapered Members , J of computers and Structures, Vol. 44, No. 4, pp: 915-924, (1992).
  • 17. SAKA M. P. and Kameshki E. S., Optimum Design of Nonlinear Elastic Framed Domes , J. of Advances in Engineering Software, Vol. 29, pp: 519-528, (1998).
  • 18. SAKA M. P., Optimum Design of Pin-Jointed Steel Structures with Practical Applications , Journal of Structural Engineering, ASCE, 116,10,2599-2620, (1990)
  • 19. SAKA M. P., Optimum Design of Multistory Structures with Shear Walls , J. Computers and Structures, Vol. 44, pp: 925-936, (1992).
  • 20. SAKA M. P., Optimum Geometry design of Roof Trusses by Optimality criteria method , J. computers and structures, Vol:38, No. 1, pp: 83-92, (1991).
  • 21. SAKA M. P., Optimum Design of Steel Frames with Tapered Members , J. Computers and Structures, Vol. 63, pp: 797-811, (1997).
  • 22. SAKA M. P. and E. S. Kameshki, Optimum Design of Unbraced Rigid Frames , J. Computers and Structures, Vol. 69, pp: 433-442, (1998).
  • 23. AL-MOSAWİ S. and Saka M. P., Optimum Design of Single Core Shear Walls , J. of Computers and Structures, Vol. 71, pp: 143-162, (1999).
  • 24. AL-MOSAWİ S. and Saka M. P., Optimum Shape Design of Cold-Formed Thin- Walled Steel Sections , Advances in Engineering Software, Vol. 31, pp: 851-862, (2000).
  • 25. SOEGİARSO R. and Adeli H., Optimum Load and Resistance Factor Design of Steel Space-Frame Structures , Journal of Structural Engineering, ASCE, 123, 2, 184-192, (1997).
  • 26. HORST R. and Pardolos P. M., (Editors), Handbook of Global Optimization , Kluwer Academic Publishers, (1995).
  • 27. HORST R. and Tuy H., Global Optimization; Deterministic Approaches , Springer, (1995).
  • 28. SAKA M.P., Optimum Design of Steel Frames using Stochastic Search Techniques Based on Natural Phenomena: A Review , Chapter 6, in a book titled Civil Engineering Computations: Tools and techniques , Edited by B. H. V. Topping, Saxe-Coburgh Publications, UK, (2007) , pp:105-147.
  • 29. HOLLAND J. H., Adaptation in Natural and Artificial systems , Ann Arbor, The University of Michigan Press, (1975).
  • 30. GOLDBERG D. E., Genetic Algorithms in Search, Optimization and Machine Learning , Addison Wesley, (1989)
  • 31. GEN M. and Cheng R., Genetic algorithm and Engineering Design , John Wiley & Sons, (2000). 32. PEZESHK S. and Camp C. V., State of the Art on the Use of Genetic Algorithms in Design of Steel Structures , Recent Advances in Optimal Structural Design, Ed.: S. A. Burns, ASCE, (2002) , pp: 55-80.
  • 33. GOLDBERG D. E. and Santani M. P., Engineering Optimization via Genetic Algorithm , Proceedings of 9th Conference on Electronic Computation, ASCE, New York, USA, (1986) pp: 471-482,.
  • 34. JENKİNS W. M., Towards Structural Optimization via Genetic Algorithm , J. of Computers and Structures, Vol. 40, No. 5, pp: 1321-1327, (1991).
  • 35. JENKİNS W. M., Structural Optimization via the Genetic Algorithm , The Structural Engineer, vol. 69, No. 24, pp: 418-422, London, UK, (1991).
  • 36. HAJELA P., Stochastic Search in Structural Optimization: Genetic Algorithms and Simulated Annealing , Chapter 22, (1992),pp: 611-635.
  • 37. ADELİ H. and Cheng N. T., Integrated Genetic Algorithm for Optimization of Space Structures , J. Aeronautical Engineering, Vol. 6, No4, pp: 315-328, (1993)
  • 38. ADELİ H. and Cheng N. T., Augmented Lagrangian Genetic Algorithm for Structural Optimization , J. Structural Engineering, ASCE, Vol. 7, No. 3, pp: 104-118, (1994).
  • 39. ADELİ H. and Cheng N. T., Concurrent Genetic Algorithm for Optimization of Large Structures , J. Aeronautical Engineering, Vol. 7, No. 3, pp: 276-296, (1994).
  • 40. RAJEV S. and Krishnamoorthy C. S., Discrete Optimization of Structures Using Genetic Algorithms , Journal of Structural Engineering, ASCE, Vol. 118, No. 5, pp: 1233-1250, (1992).
  • 41. RAJAN S. D., Sizing, Shape and Topology Design Optimization of Trusses Using Genetic Algorithms , Journal of Structural Engineering, ASCE, No. 121, No. 10, pp: 1480-1487, (1995).
  • 42. CAMP C. V., Pezeshk S. and Cao G., Design of Framed Structures Using a Genetic Algorithm , Advances in Structural Optimization, Ed. D. M. Frangopol and F. Y. Cheng, ASCE, NY, (1997) , pp: 19-30.
  • 43. CAMP C. V., Pezeshk S. and Cao G., Optimized Design of Two-Dimensional Structures Using a Genetic Algorithm , J. of Structural Engineering ASCE, Vol. 124, No. 5, pp: 551-559, (1998)
  • 44. LEİTE J. P. and Topping B.H.V., Improved Genetic Operators of Structural Engineering Optimization , Advances in Engineering Software, Vol. 29, No. 7/9, PP: 529-562, (1998).
  • 45. SAKA M. P., Optimum Design of Grillage Systems Using Genetic Algorithms , Computer-Aided Civil and Infrastructure Engineering, Vol. 13, pp: 297-302, (1998).
  • 46. SAKA M. P. and Kameshki E., Optimum Design of Multi-Story Sway Steel Frames to BS5950 Using a Genetic Algorithm , Advances in Engineering Computational Technology, Ed. B.H.V. Topping, Civil-Comp Press, Edinburgh, UK, (1998) , pp: 135- 141.
  • 47. WELDALİ S.H. and Saka M.P., Optimum Geometry and Spacing Design of Roof Trusses Based on BS5950 Using Genetic Algorithm , Design Optimization: International Journal for Product and Process Improvement, Vol. 1, No. 2, pp: 198- 219,(1999)
  • 48. SAKA M. P., Daloglu A. and Malhas F., Optimum Spacing Design of Grillage Systems Using a Genetic Algorithm , Advances in Engineering Software, Vol. 31, pp: 863-873, (2000).
  • 49. KAMESHKİ E. S. and Saka M. P., Genetic Algorithm Based Optimum Bracing Design of Non-Swaying Tall Plane Frames , Journal of Constructional Steel Research, Vol. 57, pp: 1081-1097, (2001).
  • 50. KAMESHKİ E. S. and Saka M. P., Optimum Design of Nonlinear Steel Frames with Semi-Rigid Connections Using a Genetic Algorithm , J. Computers and Structures, Vol. 79, pp: 1593-1604, (2001).
  • 51. KAMESHKİ E. S. and Saka M. P., Genetic Algorithm Based Optimum Design of Nonlinear Planer Steel Frames with Various Semi-Rigid Connections , Journal of Constructional Steel Research, Vol. 59, pp: 109-134, (2003).
  • 52. PEZESHK S., Camp C. V. and Chen D., Design of Nonlinear Framed Structures Using Genetic Optimization , Journal of Structural Engineering, ASCE, Vol. 126, No. 3, pp: 382-388, (2000).
  • 53. CAMP C. V., Pezeshk S. and Hansson H., Flexural Design of Reinforced Concrete Frames Using a Genetic Algorithm , Journal of Structural Engineering, ASCE, Vol. 129, No. 1, pp: 105-115, (2003).
  • 54. KİRKPATRİCK S., Gellatly C. D. and Vecchi M. P., Optimization by Simulated Annealing , Science, 220, 671-680, (1983).
  • 55. DEĞERTEKİN S. Ö., A Comparison of Simulated Annealing and Genetic Algorithm for Optimum Design of Nonlinear Steel Space Frames , Structural and Multidisciplinary Optimization, Doi: 10.1007/s00158-007-0096-4, (2007)
  • 56. BALLİNG R. J., Optimal Steel Frame Design by Simulated Annealing , Journal of Structural Engineering, ASCE, 117, 1780-1795, (1991)
  • 57. MAY S. A. and Balling R. J., A Filtered Simulated Annealing for Discrete Optimization of a 3D Steel Frameworks , Structural Optimization, 4, 142-148, (1992).
  • 58. COLORNİ A., Dorigo M. and Maniezzo V., Distributed optimization by Ant Colony , Proceedings of First European Conference on Artificial Life , U.S.A.,(1991) , 134-142.
  • 59. DORİGO M., Optimization, Learning and Natural Algorithms , PhD Thesis, Dipartimento Elettronica e Informazione, Politecnico di Milano, Italy, (1992) 60. DORİGO M. and Stützle T., Ant Colony Optimization , A Bradford Book, Massachusetts ınstitute of Technology, U.S.A., (2004).
  • 61. CAMP C. V. and Bichon B. J., Design of Space Trusses Using Ant Colony Optimization , Journal of Structural Engineering, ASCE, 130, 5, 741–751, (2004).
  • 62. CAMP C. V., Bichon J. B. and Stovall S. P., Design of Steel Frames Using Ant Colony Optimization , Journal of Structural Engineering, ASCE, 131, 3, 369-379, (2004).
  • 63. KAVEH A. and Shojaee S., Optimal Design of Skeletal Structures Using Ant Colony Optimization , International Journal for Numerical Methods in Engineering, 70, 563- 581, (2007).
  • 64. KAVEH A., Hassani B., Shojaee S. ve Tavakkoli S. M., Structural Topology Optimization using Ant Colony Methodology , Engineering Structures, 30, 9, 2559- 2565, (2009)
  • 65. GEEM Z.W. and Kim J.H., A New Heuristic Optimization Algorithm: Harmony Search , Simulation, 76, 60-68, (2001)
  • 66. GEEM Z.W. and Kim J.H. and Loganathan G.V., Harmony Search Optimization: Application to Pipe Network Design , International Journal of Modeling and Simulation, 22, 125-133, (2002).
  • 67. LEE K.S. and Geem Z.W., A New Structural Optimization Method Based on Harmony Search Algorithm Computers and Structures, 82, 781-798, (2004).
  • 68. LEE K. S. and Geem Z. W., A new Meta-Heuristic Algorithm for Continuous Engineering Optimization: Harmony Search Theory and Practice , Computer Methods in Applied Mechanics and Engineering, Vol. 194, 36-38, 3902-3933, (2005).
  • 69. GEEM Z. W., Optimal Cost Design of Water Distribution Networks using harmony Search , Engineering Optimization, Vol. 38, 259-280, (2006).
  • 70. GEEM Z. W., Improved Harmony Search from Ensemble of Music players , Lecture Notes in Artificial Intelligence, 4251, 86-93, (2006).
  • 71. HE S., Prempain E. and Wu Q. H., An improved Particle Swarm Optimizer for Mechanical design Optimization Problems Engineering optimization, Vol. 36, No 5, 585-605, (2004).
  • 72. ERDAL F., Optimum Design of Grillage Systems Using Harmony Search Algorithm , MSc Thesis, Engineering Sciences Department, Middle East Technical University, (2007).
  • 73. LEE K. S., and Geem Z. W. The Harmony Search Algorithm for Discrete Structural Optimization , Engineering Optimization, Vol. 37, 663-684, (2005).
  • 74. DEB K., Optimal Design of A Welded Beam Via Genetic Algorithms , AIAA Journal, Vol. 29, 11, 2013-2015, (1991). 75. Load and Resistance Factor Design, Manual of Steel Construction, AISC, American Institutes of Steel Construction, SA, (1986).
  • 76. TS 648, Çelik Yapıların Hesap ve Yapım Kuralları, Türk Standardları Enstitüsü, (1980).
  • 77. British Standards, BS5950, Structural Use of Steelworks in Buildings, Part 1, Code of Practice for Design in Simple and Continuous Construction, Hot Rolled Sections, British Standards Institution, London, UK, (2000)
  • 78. Manual of Steel Construction, Allowable Stress Design, 9th edition, AISC, American Institutes of Steel Construction, Inc, Chicago, Illinois, USA, (1989).
  • 79. ASCE 7-05, Minimum Design Loads for Building and Other Structures , (2005).
  • 80. W. McGuire, Steel Structures , Prentice-Hall, (1968).
  • 81. Deprem Bölgelerinde Yapılacak Binalar Hakkında Yönetmelik – (2007)
  • 82. ACI 318-05(Building Code Requirements for Structural Concrete and Commentary)- (2005)
  • 83. TS 500/Şubat 2000 - Betonarme Yapıların Tasarım ve Yapım Kuralları
  • 84. ZIELINSKI Z.A., Long W., and Troitsky M.S. Designing Reinforced Concrete Short- tied Columns Using the Optimization Technique, ACI Structural Journal,92 (5),619- 626,(1995).
  • 85. GOVINDARAJ V., Ramasamy J.V., Optimum detailed design of reinforced concrete frames using genetic algorithms , Engineering Optimization ,39 (4) ,471 – 494,(2007).
  • 86. FRIEL L., Optimum Singly Reinforced Concrete Sections, ACI J., 71 (11), 556–564, (1974).
  • 87. CHOU T., Optimum Reinforced Concrete T-beam Sections, J Struct Div., 103 (8) 1605- 1622, (1977).
  • 88. KIRSCH U., Multilevel Optimum Design of Reinforced Concrete Structures, Eng. Optimization, 6 (4), 207–219, (1983).
  • 89. LAKSHMANAN N., Parameswaran VS., Minimum Weight Design of reinforced concrete sections for flexure, IE (I) J., 66,92–8 ,(1985).
  • 90. PRAKASH A., Agarwala S.K., Singh K.K., Optimum Design of Reinforced Concrete Sections, Computers and Structures, 30(4),1009–11,(1988).
  • 91. KANAGASUNDRAM S., Karihaloo B.L., Minimum Cost design of Reinforced Concrete Structures, Computers and Structures, 41(6):1357–64, (1991).
  • 92. KANAGASUNDRAM S., Karihaloo B.L., Minimum Cost Reinforced Concrete Beams and Columns, Computers and Structures, 41 (3),509–18,(1991). 93. CHAKRABARTY B.K., Models for Optimal Design of Reinforced Concrete Beams, Computers and Structures, 42 (3), 447–51,(1992).
  • 94. Al-Salloum YA, Siddiqi GH. Cost Optimum Design of Reinforced Concrete Beams, ACI Structural Journal, 91 (6), 647–55,(1994).
  • 95. COELLO CA., Christiansen AD., Santos Hernandez F., A Simple Genetic Algorithm for the Design of Reinforced Concrete Beams, Engineering and Computers,13, 185–96, (1997).
  • 96. KOUMOUSIS VK., Arsenis SJ., Genetic Algorithms in Optimal Detailed Design of Reinforced Concrete Members, Computer-Aided Civil and Infrastructure Engineering, 13, 43–52, (1998). 97. GOVINDARAJ V., Ramasamy J.V., Optimum Detailed Design of Reinforced Concrete Continuous Beams Using Genetic Algorithms, Computers and Structures, 84, 34–15, (2005).
  • 98. FADAEE, M.J., Grierson, D.E., Design Optimization of 3D Reinforced Concrete Structures. Structural Optimization, 12, 127–134, (1996).
  • 99. CHOI, C., Kwak H., Optimum RC Member Design With Predetermined Discrete Sections, Journal of Structural Engineering, 116 (10), 2634–2655, (1990).
  • 100. JENKINS, W. M., Structural Optimization With The Genetic Algorithm, Structural Engineering, 69 (24), 418–422, (1991).
  • 101. RAJEEV, S., and Krishnamoorthy, C. S., Discrete Optimization of Sructures Using Genetic Algorithms, Journal of Structural Engineering, 118 (5),1233–1250, (1992).
  • 102. KOUMOUSIS, V. K., and Arsenis , S. J., Genetic Algorithms in a Multi-criterion Optimal Detailing of Reinforced Concrete Members, Advances in structural optimization, CIVIL-COMP Ltd, Edinburgh, Scotland, 233–240, (1994).
  • 103. CHENG, F. Y., and Li, D., Multiobjective Optimization Design With Pareto Genetic Algorithm, Journal of Structural Engineering, 123(9), 1252–1261, (1997).
  • 104. BALLING, R. J., Yao, X., Optimization of Reinforced Concrete Frames, Journal of Structural Engineering, 123 (2), 193–202, (1997).
APA SAKA M, Akın A, Aydogdu I (2009). Betonarme ve çelik yapıların deprem yüklerinin de göz önüne alınarak optimum boyutlandırılması. , 1 - 209.
Chicago SAKA Mehmet Polat,Akın Alper,Aydogdu Ibrahim Betonarme ve çelik yapıların deprem yüklerinin de göz önüne alınarak optimum boyutlandırılması. (2009): 1 - 209.
MLA SAKA Mehmet Polat,Akın Alper,Aydogdu Ibrahim Betonarme ve çelik yapıların deprem yüklerinin de göz önüne alınarak optimum boyutlandırılması. , 2009, ss.1 - 209.
AMA SAKA M,Akın A,Aydogdu I Betonarme ve çelik yapıların deprem yüklerinin de göz önüne alınarak optimum boyutlandırılması. . 2009; 1 - 209.
Vancouver SAKA M,Akın A,Aydogdu I Betonarme ve çelik yapıların deprem yüklerinin de göz önüne alınarak optimum boyutlandırılması. . 2009; 1 - 209.
IEEE SAKA M,Akın A,Aydogdu I "Betonarme ve çelik yapıların deprem yüklerinin de göz önüne alınarak optimum boyutlandırılması." , ss.1 - 209, 2009.
ISNAD SAKA, Mehmet Polat vd. "Betonarme ve çelik yapıların deprem yüklerinin de göz önüne alınarak optimum boyutlandırılması". (2009), 1-209.
APA SAKA M, Akın A, Aydogdu I (2009). Betonarme ve çelik yapıların deprem yüklerinin de göz önüne alınarak optimum boyutlandırılması. , 1 - 209.
Chicago SAKA Mehmet Polat,Akın Alper,Aydogdu Ibrahim Betonarme ve çelik yapıların deprem yüklerinin de göz önüne alınarak optimum boyutlandırılması. (2009): 1 - 209.
MLA SAKA Mehmet Polat,Akın Alper,Aydogdu Ibrahim Betonarme ve çelik yapıların deprem yüklerinin de göz önüne alınarak optimum boyutlandırılması. , 2009, ss.1 - 209.
AMA SAKA M,Akın A,Aydogdu I Betonarme ve çelik yapıların deprem yüklerinin de göz önüne alınarak optimum boyutlandırılması. . 2009; 1 - 209.
Vancouver SAKA M,Akın A,Aydogdu I Betonarme ve çelik yapıların deprem yüklerinin de göz önüne alınarak optimum boyutlandırılması. . 2009; 1 - 209.
IEEE SAKA M,Akın A,Aydogdu I "Betonarme ve çelik yapıların deprem yüklerinin de göz önüne alınarak optimum boyutlandırılması." , ss.1 - 209, 2009.
ISNAD SAKA, Mehmet Polat vd. "Betonarme ve çelik yapıların deprem yüklerinin de göz önüne alınarak optimum boyutlandırılması". (2009), 1-209.