Buradasınız

DÜZLEM KAFES YAPILARIN FUZZY OPTİMUM DİZAYNI

FUZZY OPTIMUM DESIGN OF PLANE TRUSS STRUCTURES

Journal Name:

Publication Year:

Author NameUniversity of AuthorFaculty of Author
Abstract (2. Language): 
The main objective of structural engineers through out design history has been to obtain the optimum structure under the prescribed design conditions which can not only withstand external loads safely but also achieve an economic solution. The paper focuses on the use of the fuzzy set theory to optimum design of plane truss structures. The approach is illustrated on planar truss optimization problems and the results are discussed.
Abstract (Original Language): 
Dizayn süresince yapı mühendisinin esas amacı, önceden tanımlanmış dizayn koşulları altında hem dış yüklere karşı dayanıma sahip ve hemde ekonomik bir optimum yapı elde etmektir. Bu çalışma, düzlem kafes sistemlerin optimum dizaynlarının fuzzy küme teorisi ile elde edilmesi ile ilgilidir. Yaklaşım, düzlem kafes yapıların optimizasyonu ile ilgili örnekler ile açıklanmış ve sonuçlar tartışılmıştır.
151-159

REFERENCES

References: 

[1] Venkayya, V.B., “Design Of Optimum Structures, Computers and Structures”,1 pp 265-
309,1971.
[2] Kirsch, U., Taye, S., “Structural Optimization In Design Planes”, Computers and
Structures, 31(6), pp 913-920,1989.
[3] Kirsch, U., Benardout, D., “Optimal Design Of Elastic Trusses By Approximate
Equilibrium”, Comput. Meth. App. Mech. Eng., 22, pp 347-359, 1980.
[4] Ross, T. J., “Fuzzy Logic With Engineering Applications”, McGraw-Hill, Inc., 1995.
[5] Brown, C.B., and Yao, T.P., “Fuzzy Sets And Structural Engineering”, Journal of
Structural Eng., ASCE, 109(5), 1211-1225,1983.
[6] Yuan, W.G., Quan, W.W., “Fuzzy Optimum Design Of Structures”, Engineering
Optimization, 8, 291-300,1985.
[7] Yuan, W.G., Quan, W.W., “Fuzzy Optimum Design Of Aseismic Structures”, Eartquake
eng. Struct. Dyn., 13, 827-837, 1985.
[8] Rao, S.S., “Multi-Objective Optimization Of Fuzzy Structural Systems”, Int. J. for Num.
Meth. Eng., 24, 1157-1171,1987.
[9] Zadeh, L., “Fuzzy Sets”, Information and Control, 8, 338-353, 1965.
[10] Civalek, Ö., “Earthquake Resistant Structural Design by Neoro- Fuzzy Technique”, Forth
National Earthquake Engineering Conference, 17-19 September, Ankara, 1997.
[11] Civalek, Ö., “Flexural And Axial Vibration Analysis Of Beams With Different Support
Conditions Using Artificial Neural Networks”, International Journal of Structural
Engineering and Mechanics, 18 (3),303-314, 2004.
[12] Ülker, M., Civalek, Ö., “The Buckling Analysis Of Axially Loaded Columns With
Artificial Neural Networks”, Turkish J. Eng. Env. Sci., TUBITAK, 26, 117-125,2002.
[13] Ülker, M., Civalek, Ö., “The Analysis of Circular Cylindrical Shells by Hybrid Artifcial
Intelligence Technique”, Technical Journal of Turkish Chamber of Civil Eng., 12(2),
2401-2417,2001.
[14] Civalek, Ö., “The Analysis Of Time Dependent Deformation In R.C. Members By
Artificial Neural Network”, Journal of Eng. Sciences of Pamukkale Univ., 3(2),331-335
1997.
[15] Civalek, Ö., “The Analysis of Circular Plates by Neoro- Fuzzy Technique”, Journal of
Eng. Science of Dokuzeylül University, Vol. 1(2); 13-31,1999.
[16] Civalek, Ö., “The Analysis Of The Rectangular Plates Without Torsion Via Hybrid
Artificial Intelligent Technique”, Proceedings of the Second International Symposium on
Mathematical & Computational Applications, September 1-3, Azerbaijan, 95-101;1999.
[17] Civalek, Ö, “The Analysis of Beams on Elastic foundation by the Method of Neoro-
Fuzzy”, 7th. National soil mechanics and foundation engineering conferences, 22-23
October, Yıldız Univ., Istanbul, 1998.
[18] Civalek, Ö., “Fuzzy or Hazzy Logic”, TÜTEV Technical Journal, 2004 (in press).
[19] Civalek, Ö., “Artificial Intelligent-Conversation by Ömer CİVALEK”, Turkish Chamber
of Civil Eng.,Engineering News(TMH), Vol. 423, 40-50, 2003.
[20] Rajeev, S., Krishnamoorthy, C.S., “Genetic Algorithms-Based Methodology For Design
Optimization Of Truss”, Journal of Structural Eng., ASCE,123, pp. 350-358, 1997.
[21] Haug, E., and Arora, J., “Applied optimal design”, John Wiley and Sons, 1979.
[22] Erbatur, F., Hasançebi, O., Tütüncü, İ., and, Kılıç, H., “Optimal Design Of Planar And
Space Structures With Genetic Algorithms”, Computers and Structures, 75, 209-224,
2000.
[23] Zurada, J. M., “Introduction To Artificial Neural Networks”, West Publishing Com.,1992.
[24] Zadeh, L.A., “Fuzzy Sets As a Basis For A Theory Of Possibility”, Fuzzy Sets and
Systems,1(1), 3-28, 1978.
[25] Rojas, R., “Neural networks, A Systematic Introduction”, Springer, Germany,1996.
[26] Goldberg, D.E., “Genetic Algorithms In Search Optimization And Machine Learning”,
Addison-Wesley, MA, 1989.
[27] Adeli, H. and Hung, SL., “Machine Learning- Neural Networks, Genetic Algorithms And
Fuzzy Systems”, John Wiley & Sons, Inc, 1995.
[28] Ghaboussi, J., Garrett, Jr., Wu, X. “Knowledge- Based Modeling Of Material Behavior
With Neural Networks”, Journal of Structural Engineering, ASCE, 117( 1), 132-153,1991.
[29] Hajela, P., Berke, L., “Neurobiological Computational Models In Structural Analysis And
Design”, Computers and Structures, 41(4), 657-667, 1991.
[30] Schmit, A., and Miurai H., “Approximation Concepts For Efficient Structural Synthesis”,
NASA CR-2552, Univ of California, Los Angeles, CA, 1976.
[31] Kanarachos, A., Makris, P., and Koch, M., “Localization of Multi-Constrained Optima
and Avoidance of Local Optima in Structural Optimization Problems”, Comput. Meth. In
Appl. Mech. And Eng., 51, pp.79-106,1985.
[32] Saka, M., Ülker, M., “Optimum design of geometrically nonlinear space trusses”,
Computers and Structures, 41(6), 1387-1396,1991.

Thank you for copying data from http://www.arastirmax.com