Dr. Omer Civalek

Professor
Department of Civil Engineering, Akdeniz University, Turkiye

Highest Degree
Ph.D. in Computational Mechanics from Firat University, Turkiye

My URL
https://livedna.org/90.1886

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Area of Interest:

Physical Science Engineering
Solid Mechanics
Mechanical Engineering
Civil Engineering
Aeronautical Engineering

Selected Publications

  1. Akgoz, B. and O. Civalek, 2016. Static and dynamic response of sector-shaped graphene sheets. Mech. Adv. Mater. Struct., 23: 432-442.
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  2. Emsen, E., K. Mercan, B. Akgoz and O. Civalek, 2015. Modal analysis of tapered beam-column embedded in winkler elastic foundation. Int. J. Eng. Applied Sci., 7: 25-35.

  3. Akgoz, B. and O. Civalek, 2015. A microstructure-dependent sinusoidal plate model based on the strain gradient elasticity theory. Acta Mechanica, 226: 2277-2294.
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  4. Civalek, O., 2014. Geometrically nonlinear dynamic and static analysis of shallow spherical shell resting on two-parameters elastic foundations. Int. J. Pressure Vessels Piping, 113: 1-9.
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  5. Civalek, O., 2014. Elastic buckling behavior of skew shaped single-layer graphene sheets. Thin Solid Films, 550: 450-458.
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  6. Akgoz, B. and O. Civalek, 2014. Thermo-mechanical buckling behavior of functionally graded microbeams embedded in elastic medium. Int. J. Eng. Sci., 85: 90-104.
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  7. Akgoz, B. and O. Civalek, 2014. Shear deformation beam models for functionally graded microbeams with new shear correction factors. Compos. Struct., 112: 214-225.
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  8. Akgoz, B. and O. Civalek, 2014. Mechanical analysis of isolated microtubules based on a higher-order shear deformation beam theory. Compos. Struct., 118: 9-18.
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  9. Akgoz, B. and O. Civalek, 2014. Longitudinal vibration analysis for microbars based on strain gradient elasticity theory. Vibration Control, 20: 606-616.
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  10. Akgoz, B. and O. Civalek, 2014. Frequency response of skew and trapezoidal shaped mono-layer graphene sheets via discrete singular convolution. Scientia Iranica, 21: 1197-1207.
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  11. Akgoz, B. and O. Civalek, 2014. A new trigonometric beam model for buckling of strain gradient microbeams. Int. J. Mech. Sci., 81: 88-94.
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  12. Demir, C. and O. Civalek, 2013. Torsional and longitudinal frequency and wave response of microtubules based on the nonlocal continuum and nonlocal discrete models. Applied Math. Model., 37: 9355-9367.
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  13. Civalek, O., 2013. Vibration analysis of laminated composite conical shells by the method of discrete singular convolution based on the shear deformation theory. Compos. Part B: Eng., 45: 1001-1009.
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  14. Civalek, O., 2013. Nonlinear dynamic response of laminated plates resting on nonlinear elastic foundations by the discrete singular convolution-differential quadrature coupled approaches. Compos. Part B: Eng., 50: 171-179.
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  15. Civalek, O. and B. Akgoz, 2013. Vibration analysis of micro-scaled sector shaped graphene surrounded by an elastic matrix. Comput. Mater. Sci., 77: 295-303.
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  16. Akgoz, B. and O. Civalek, 2013. Modeling and analysis of micro-sized plates resting on elastic medium using the modified couple stress theory. Meccanica, 48: 863-873.
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  17. Akgoz, B. and O. Civalek, 2013. Longitudinal vibration analysis of strain gradient bars made of functionally graded materials (FGM). Compos. Part B: Eng., 55: 263-268.
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  18. Akgoz, B. and O. Civalek, 2013. Free vibration analysis of axially functionally graded tapered Bernoulli-Euler microbeams based on the modified couple stress theory. Compos. Struct., 98: 314-322.
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  19. Akgoz, B. and O. Civalek, 2013. Buckling analysis of linearly tapered micro-columns based on strain gradient elasticity. Struct. Eng. Mech., 48: 195-205.

  20. Akgoz, B. and O. Civalek, 2013. Buckling analysis of functionally graded microbeams based on the strain gradient theory. Acta Mechanica, 224: 2185-2201.
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  21. Akgoz, B. and O. Civalek, 2013. A size-dependent shear deformation beam model based on the strain gradient elasticity theory. Int. J. Eng. Sci., 70: 1-14.
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  22. Akgoz, B. and O. Civalek, 2012. Investigation of size effects on static response of single-walled carbon nanotubes based on strain gradient elasticity. Int. J. Comput. Methods, Vol. 9. 10.1142/S0219876212400324.
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  23. Akgoz, B. and O. Civalek, 2012. Free vibration analysis for single-layered graphene sheets in an elastic matrix via modified couple stress theory. Mater. Des., 42: 164-171.
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  24. Akgoz, B. and O. Civalek, 2012. Analysis of microtubules based on strain gradient elasticity and modified couple stress theories. Adv. Vibration Eng., 11: 385-400.

  25. Akgoz, B. and O. Civalek, 2012. Analysis of micro-sized beams for various boundary conditions based on the strain gradient elasticity theory. Arch. Applied Mech., 82: 423-443.
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  26. Civalek, O. and C. Demir, 2011. Buckling and bending analyses of cantilever carbon nanotubes using the euler-bernoulli beam theory based on non-local continuum model. Asian J. Civil Eng., 12: 651-661.
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  27. Civalek, O. and C. Demir, 2011. Bending analysis of microtubules using nonlocal Euler-Bernoulli beam theory. Applied Math. Mod., 35: 2053-2067.
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  28. Baltacıoglu, A.K., O. Civalek, B. Akgoz and F. Demir, 2011. Large deflection analysis of laminated composite plates resting on nonlinear elastic foundations by the method of discrete singular convolution. Int. J. Pressure Vessels Piping, 88: 290-300.
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  29. Akgoz, B. and O. Civalek, 2011. Strain gradient elasticity and modified couple stress models for buckling analysis of axially loaded micro-scaled beams. Int. J. Eng. Sci., 49: 1268-1280.
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  30. Akgoz, B. and O. Civalek, 2011. Nonlinear vibration analysis of laminated plates resting on nonlinear two-parameters elastic foundations. Steel Compos. Struct., 11: 403-421.
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  31. Akgoz, B. and O. Civalek, 2011. Buckling analysis of cantilever carbon nanotubes using the strain gradient elasticity and modified couple stress theories. J. Comput. Theoretical Nanosci., 8: 1821-1827.
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  32. Akgoz, B. and O. Civalek, 2011. Application of strain gradient elasticity theory for buckling analysis of protein microtubules. Curr. Applied Phys., 11: 1133-1138.
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  33. Kuzu, E., M. Gurses and O. Civalek, 2010. Free vibration of kirchhoff plates with sector shapes by the method of discrete singular convolution. Int. J. Comput. Methods, 7: 229-240.
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  34. Kiracioglu, O. and O. Civalek, 2010. Free vibration analysis of shear deformable beams by discrete singular convolution technique. Gazi Univ. J. Sci., 23: 299-304.
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  35. Gurses, M., E. Kuzu and O. Civalek, 2010. Free vibration of kirchhoff plates with sector shapes by the method of discrete singular convolution. Int. J. Comput. Meth., 7: 229-240.
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  36. Ersoy, H., O. Civalek and L. Ozpolat, 2010. Free vibration analysis of rectangular membranes with variable density using the discrete singular convolution approach. Asian J. Civil Eng., 11: 83-94.

  37. Demir, C., O. Civalek and B. Akgoz, 2010. Free vibration analysis of carbon nanotubes based on shear deformable beam theory by discrete singular convolution technique. Math. Comput. Applic., 15: 57-65.
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  38. Civalek, O., C. Demir and B. Akgoz, 2010. Free vibration and bending analyses of cantilever microtubules based on nonlocal continuum model. Math. Comput. Applic., 15: 289-298.

  39. Civalek, O., A. Korkmaz and C. Demir, 2010. Discrete singular convolution approach for buckling analysis of rectangular Kirchhoff plates subjected to compressive loads on two-opposite edges. Adv. Eng. Software, 41: 557-560.
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  40. Civalek, O., 2010. Use of eight-node curvilinear domains in discrete singular convolution method for free vibration analysis of annular sector plates with simply supported radial edges. J. Vibrat. Control, 16: 303-320.
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  41. Civalek, O. and O. Kiracıoglu, 2010. Free vibration analysis of Timoshenko beams by DSC method. Int. J. Num. Meth. Biomed. Eng., 26: 1890-1898.
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  42. Civalek, O. and B. Ozturk, 2010. Vibration analysis of plates with curvilinear quadrilateral domains by discrete singular convolution method. Structural Eng. Mech., 36: 279-299.

  43. Civalek, O. and B. Ozturk, 2010. Free vibration analysis of tapered beam-column with pinned ends embedded in Winkler-Pasternak elastic foundation. Geomech. Eng., 2: 45-56.
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  44. Civalek, O. and B. Akgoz, 2010. Free vibration analysis of microtubules as cytoskeleton components: Nonlocal Euler-Bernoulli beam modeling. Trans. B-Mech. Eng., 17: 367-375.
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  45. Civalek, O. and A.K. Baltacioglu, 2010. Three-dimensional elasticity analysis of rectangular composite plates. J. Composite Mat., 44: 2049-2066.
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  46. Baltacıoglu, A.K., B. Akgoz and O. Civalek, 2010. Nonlinear static response of laminated composite plates by discrete singular convolution method. Composite Struct., 93: 153-161.
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  47. Baltacioglu, A.K., O. Civalek, B. Akgoz and A. Korkmaz, 2010. Artificial neural networks approach for fast earthquake damage determination. J. Eng. Sci. Des., 1: 22-27.

  48. Baltacioglu, A.K., B. Ozturk, O. Civalek and B. Akgoz, 2010. Is artificial neural network suitable for damage level determination of Rc- structures. Int. J. Eng. Applied Sci., 2: 71-81.

  49. Baltacioglu, A.K. and O. Civalek, 2010. Geometrically nonlinear analysis of anisotropic composite plates resting on nonlinear elastic foundations. Comput. Model. Eng. Sci., 68: 1-23.
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  50. Kong, S., S. Zhou, Z. Nie and K. Wang, 2009. Static and dynamic analysis of micro beams based on strain gradient elasticity theory. Int. J. Eng. Sci., 47: 487-498.
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  51. Gurses, M., O. Civalek, H. Ersoy and O. Kiracıoglu, 2009. Analysis of shear deformable laminated composite trapezoidal plates. Mater. Des., 30: 3030-3035.
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  52. Gurses, M., O. Civalek, A.K. Korkmaz and H. Ersoy, 2009. Free vibration analysis of symmetric laminated skew plates by discrete singular convolution technique based on first‐order shear deformation theory. Int. J. Numerical Methods Eng., 79: 290-313.
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  53. Ersoy, H., O. Civalek and M. Guerses, 2009. Discrete singular convolution method for buckling analysis of rectangular Mindlin plates. IES J. Part A: Civil Struct. Eng., 2: 143-152.
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  54. Ersoy, H., L. Ozpolat, O. Civalek and B. Okzturk, 2009. Differential quadrature method for frequency analysis of membranes having irregular domains using an eight-node curvilinear element. Smart Structures Syst., 5: 587-590.
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  55. Ersoy, H., L. Ozpolat and O. Civalek, 2009. Free vibration of circular and annular membranes with varying density by the method of discrete singular convolution. Structural Eng. Mech., 32: 621-634.

  56. Civalek, O., 2009. Numerical solutions to the free vibration problem of mindlin sector plates using the discrete singular convolution method. Int. J. Struct. Stab. Dynamics, 9: 267-284.
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  57. Civalek, O., 2009. Fundamental frequency of isotropic and orthotropic rectangular plates with linearly varying thickness by discrete singular convolution method. Applied Math. Model., 33: 3825-3835.
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  58. Civalek, O., 2009. Eigenvalues of membranes having skew and rhombic geometry using discrete singular convolution algorithm. Commun. Nonlinear Sci. Numer. Simul., 14: 4003-4009.
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  59. Civalek, O., 2009. A four-node discrete singular convolution for geometric transformation and its application to numerical solution of vibration problem of arbitrary straight-sided quadrilateral plates. Applied Math. Modell., 33: 300-314.
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  60. Civalek, O. and M. Gurses, 2009. Free vibration of annular mindlin plates with free inner edge via discrete singular convolution method. Arabian J. Sci. Eng., 34: 81-90.
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  61. Civalek, O. and M. Gurses, 2009. Free vibration analysis of rotating cylindrical shells using discrete singular convolution technique. Int. J. Pressure Vessels Piping, 86: 677-683.
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  62. Civalek, O. and M. Gurses, 2009. Discrete singular convolution for free vibration analysis annular membranes. Math. Comput. Applic., 14: 131-138.
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  63. Civalek, O. and H. Ersoy, 2009. Free vibration and bending analysis of circular Mindlin plates using singular convolution method. Commun. Numer. Methods Eng., 25: 907-922.
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  64. Civalek, O. and E. Emsen, 2009. Discrete singular convolution method for bending analysis of Reissner/Mindlin plates using geometric transformation. Steel Comp. Structures, 9: 59-75.
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  65. Civalek, O. and B. Ozturk, 2009. Discrete singular convolution algorithm for non-linear transient response of circular plates resting on Winkler-Pasternak elastic foundations with different types of dynamic loading. Ind. J. Eng. Mat. Sci., 16: 259-268.
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  66. Civalek, O. and B. Akgoz, 2009. Static analysis of Single Walled Carbon Nanotubes (SWCNT) based on Eringen's nonlocal elasticity theory. Int. J. Eng. Applied Sci., 1: 47-56.

  67. Civalek, O., A. Korkmaz and F.B. Altunsoy, 2009. Static, dynamic and buckling analysis of rectangular plates by the method of Polynomial based Differential Quadrature (PDQ). Int. Technol. Sci., 1: 34-60.

  68. Civalek, O., 2008. Vibration analysis of membranes with arbitrary sapes using discrete singular convolution. Comput. Mod. Eng. Sci., 31: 25-36.
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  69. Civalek, O., 2008. Vibration analysis of conical panels using the method of discrete singular convolution. Commun. Numer. Meth. Eng., 24: 169-181.
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  70. Civalek, O., 2008. Free vibration analysis of symmetrically laminated composite plates with first-order shear deformation theory (FSDT) by discrete singular convolution method. Finite Elements Anal. Des., 44: 725-731.
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  71. Civalek, O., 2008. Discrete singular convolution methodology for free vibration and stability analyses of arbitrary straight-sided quadrilateral plates. Commun. Numer. Meth. Eng., 24: 1475-1495.
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  72. Civalek, O., 2008. Discrete singular convolution method and applications to free vibration analysis of circular and annular plates. Struct. Eng. Mech., 29: 237-240.
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  73. Civalek, O., 2008. Analysis of thick rectangular plates with symmetric cross-ply laminates based on first-order shear deformation theory. J. Comp. Mater., 42: 2853-2867.
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  74. Civalek, O. and M. Gurses, 2008. Frequency analysis of trapezoidal plates and membrane using discrete singular convolution. Asian J. Civil Eng. (Build. Housing), 9: 593-605.
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  75. Civalek, O. and M. Gurses, 2008. Free vibration of curvilinear membranes by eight-noded Discrete Singular Convolution (DSC). Int. J. Sci. Technol., 3: 165-171.
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  76. Civalek, O. and H. Ersoy, 2008. Frequency analysis of moderately thick uniform isotropic annular plates by discrete singular convolution method. Struct. Eng. Mech., 29: 411-422.
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  77. Civalek, O. and B. Oeztuerk, 2008. Discrete singular convolution method for free vibration analysis of tapered rectangular plates. Adv. Vibration Eng., 7: 261-274.

  78. Civalek, O. and A. Yavas, 2008. Discrete singular convolution for buckling analyses of plates and columns. Struct. Eng. Mech., 29: 279-288.
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  79. Civalek, O., B. Ozturk and A. Yavas, 2007. Nonlinear transient dynamic response of clamped rectangular plates on two-parameter foundations by the algorithm of the singular convolution. Int. J. Sci. Technol., 2: 165-177.
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  80. Civalek, O., 2007. Three-dimensional vibration, buckling and bending analyses of thick rectangular plates based on discrete singular convolution method. Int. J. Mech. Sci., 49: 752-765.
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  81. Civalek, O., 2007. Static analysis of shear deformable rectangular plates on winkler-pasternak foundation. Sigma J. Eng. Nat. Sci., 25: 380-386.

  82. Civalek, O., 2007. Numerical analysis of free vibrations of laminated composite conical and cylindrical shells: Discrete Singular Convolution (DSC) approach. J. Comput. Applied Math., 205: 251-271.
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  83. Civalek, O., 2007. Nonlinear analysis of thin rectangular plates on Winkler-Pasternak elastic foundations by DSC-HDQ methods. Applied Math. Mod., 31: 606-624.
    CrossRef  |  Direct Link  |  

  84. Civalek, O., 2007. Linear vibration analysis of isotropic conical shells by Discrete Singular Convolution (DSC). Struct. Eng. Mech., 25: 127-130.

  85. Civalek, O., 2007. Laminated composite plates and shells: 3D modelling, J. Ye. springer press, UK (2003), xiv+273pp., 169$, Hard cover, ISBN: 1852336528. Int. J. Pressure Vessels Piping, 84: 773-774.
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  86. Civalek, O., 2007. Free vibration and buckling analyses of composite plates with straight-sided quadrilateral domain based on DSC approach. Finite Elements Anal. Design, 43: 1013-1022.
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  87. Civalek, O., 2007. Discrete Singular Convolution (DSC) for free vibration analysis of conical shells with various boundary conditions. Int. J. Comput. Mech., 4: 81-108.
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  88. Civalek, O., 2007. Buckling analysis of symmetric laminated composite plates by using discrete singular convolution. Trends Applied Sci. Res., 2: 460-471.
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  89. Civalek, O., 2007. A parametric study of the free vibration analysis of rotating laminated cylindrical shells using the method of discrete singular convolution. Thin-Walled Struct., 45: 692-698.
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  90. Civalek, O. and Y. Calayir, 2007. Estimation of the vibration frequencies of thin rectangular plates by artificial neural networks approach. Teknik Dergi, 18: 4161-4176.
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  91. Civalek, O. and O. Kiracioglu, 2007. Numerical approach for the analysis of anisotropic rectangular plates using discrete singular convolution. Asian J. Civil Eng. (Build. Housing), 8: 647-658.
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  92. Civalek, O. and O. Kiracioglu, 2007. Discrete singular convolution for free vibration analysis of anisotropic rectangular plates. Math. Comput. Applic., 12: 151-160.
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  93. Civalek, O. and M.H. Acar, 2007. Discrete singular convolution method for the analysis of Mindlin plates on elastic foundations. Int. J. Pressure Vessels Piping, 84: 527-535.
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  94. Civalek, A., 2007. Nonlinear dynamic response of MDOF systems by the method of Harmonic Differential Quadrature (HDQ). Struct. Eng. Mech., 25: 201-217.
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  95. Civalek, O., 2006. The determination of frequencies of laminated conical shells via the discrete singular convolution method. J. Mech. Mater. Struct., 1: 163-182.
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  96. Civalek, O., 2006. Harmonic differential quadrature-finite differences coupled approaches for geometrically nonlinear static and dynamic analysis of rectangular plates on elastic foundation. J. Sound Vibrat., 294: 966-980.
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  97. Civalek, O., 2006. Free vibration analysis of composite conical shells using the discrete singular convolution algorithm. Steel Composite Struct., 6: 353-366.

  98. Civalek, O., 2006. Dynamic analysis of geometrically nonlinear circular plates on winkler foundation. J. Eng. Nat. Sci. Yildiz Tech. Univ., 1: 56-66.

  99. Civalek, O., 2006. An efficient method for free vibration analysis of rotating truncated conical shells. Int. J. Pressure Vessels Piping, 83: 1-12.
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  100. Civalek, O. and S. Catal, 2006. On the numerical solution of some boundary value problems via generalized differential quadrature method. J. Sci. Eng. Dokuz Eylul Univ., 18: 19-37.

  101. Civalek, O. and M. Ulker, 2006. [Geometrically non-linear analysis of rectangular plates on elastic foundation by the coupling of the Polynomial Differential Quadrature (PDQ) and Finite Difference (FD) methods]. IMO Teknik Dergi, 17: 3739-3760, (In Turkish).
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  102. Civalek, O. and A. Yauas, 2006. Large deflection static analysis of rectangular plates on two parameter elastic foundations. Int. J. Sci. Technol., 1: 43-50.
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  103. Civalek, O., 2005. Large deflection static and dynamic analysis of thin circular plates resting on two-parameter elastic foundation: HDQ/FD coupled methodology approaches. Int. J. Computational Mech., 2: 271-291.
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  104. Civalek, O., 2005. Geometrically nonlinear dynamic analysis of doubly curved isotropic shells resting on elastic foundation by a combination of harmonic differential quadrature-finite difference methods. Int. J. Pressure Vessels Piping, 82: 470-479.
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  105. Civalek, O., 2005. Fuzzy optimum design of plane truss structures. J. Eng. Nat. Sci. Yildiz Tech. Univ., 4: 151-159.

  106. Civalek, O. and M. Ulker, 2005. HDQ-FD integrated methodology for nonlinear static and dynamic response of doubly curved shallow shells. Struct. Eng. Mech., 19: 535-550.

  107. Ulker, M. and O. Civalek, 2004. Free vibration analysis of beams and plates by the method of Harmonic Differential Quadrature (HDQ). Firat Univ. J. Sci. Eng., 16: 650-660.
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  108. Ulker, M. and O. Civalek, 2004. Application of harmonic differential quadrature (HDQ) to deflection and bending analysis of one- and two- dimensional structures. F. U. J. Sci. Eng., 16: 221-231.

  109. Civalek, O., 2004. Flexural and axial vibration analysis of beams with different support conditions using artificial neural networks. Struct. Eng. Mech., 18: 303-314.

  110. Civalek, O., 2004. Application of Differential Quadrature (DQ) and Harmonic Differential Quadrature (HDQ) for buckling analysis of thin isotropic plates and elastic columns. Eng. Struct., 26: 171-186.
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  111. Civalek, O. and M. Ulker, 2004. [Artificial neural networks approach to the non-linear analysis of rectangular plates]. IMO Teknik Dergi, 15: 3171-3190, (In Turkish).
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  112. Civalek, O. and M. Ulker, 2004. Harmonic Differential Quadrature (HDQ) for axisymmetric bending analysis of thin isotropic circular plates. Struct. Eng. Mech., 17: 1-14.
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  113. Civalek, O. and M. Ulker, 2004. Free vibration analysis of elastic beams using harmonic differential quadraure (HDQ). Math. Comput. Applic., 9: 257-264.

  114. Civalek, O., 2003. Three different type differential quadrature methods (dqm) for linear buckling analysis of uniform elastic columns. J. Yildiz Tech. Univ., 4: 51-59.

  115. Civalek, O. and H.H. Catal, 2003. [Stability and vibration analysis of plates by differential Quadrature method]. IMO Teknik Dergi, 14: 2835-2852, (In Turkish).
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  116. Civalek, O. and H.H. Catal, 2003. Stress analysis of circular plates by the harmonic differential quadrature (HDQ) method. Selcuk Univ. Fac. Eng. Architecture Mag., 18: 39-49.

  117. Civalek, O. and H.H. Catal, 2003. Linear static and vibration analysis of circular and annular plates by the Harmonic Differential Quadrature (HDQ) method. Osmangazi Univ. J. School Eng. Architecture, 17: 43-71.
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  118. Ulker, M. and O. Civalek, 2002. The buckling analysis of axially loaded columns with artificial neural networks. Turk. J. Eng. Environ. Sci., 26: 117-125.
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  119. Civalek, O., H.H. Catal and O. Demirdag, 2002. Estimation of frequencies of plane frames and beams by back-propagation neural networks. IMO Tech. J., 13: 2709-2726.

  120. Ulker, M. and O. Civalek, 2001. Analysis and design of circular cylindrical shells by hybrid artificial intelligent technique. IMO Tech. J., 12: 2401-2417.

  121. Civalek, O. and M. Ulker, 2001. Static, buckling and dynamic analysis of plates using harmonic differential quadrature (HDQ). Nigde Univ. Eng. Architecture J., 5: 40-59.

  122. Kaplan, H. and O. Civalek, 1998. [Calculation of natural vibration characteristics of structures by means of fuzzy logic]. Pamukkale Univ. J. Eng. Sci., 4: 569-575, (In Turkish).
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  123. Civalek, O., 1997. The analysis of time dependent deformation in R.C. Members by artificial neural network. Pamukkale Univ. J. Eng. Sci., 3: 331-335.
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Member since June, 2010