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Free vibration analysis of symmetric laminated skew plates by discrete singular convolution technique based on first-order shear deformation theory
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M. GÜRSES Et Al. , "Free vibration analysis of symmetric laminated skew plates by discrete singular convolution technique based on first-order shear deformation theory," INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING , vol.79, no.3, pp.290-313, 2009

GÜRSES, M. Et Al. 2009. Free vibration analysis of symmetric laminated skew plates by discrete singular convolution technique based on first-order shear deformation theory. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING , vol.79, no.3 , 290-313.

GÜRSES, M., CİVALEK, Ö., KORKMAZ, A., & ERSOY, H., (2009). Free vibration analysis of symmetric laminated skew plates by discrete singular convolution technique based on first-order shear deformation theory. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING , vol.79, no.3, 290-313.

GÜRSES, Murat Et Al. "Free vibration analysis of symmetric laminated skew plates by discrete singular convolution technique based on first-order shear deformation theory," INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING , vol.79, no.3, 290-313, 2009

GÜRSES, Murat Et Al. "Free vibration analysis of symmetric laminated skew plates by discrete singular convolution technique based on first-order shear deformation theory." INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING , vol.79, no.3, pp.290-313, 2009

GÜRSES, M. Et Al. (2009) . "Free vibration analysis of symmetric laminated skew plates by discrete singular convolution technique based on first-order shear deformation theory." INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING , vol.79, no.3, pp.290-313.

@article{article, author={Murat GÜRSES Et Al. }, title={Free vibration analysis of symmetric laminated skew plates by discrete singular convolution technique based on first-order shear deformation theory}, journal={INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING}, year=2009, pages={290-313} }