Dr. Semih Kucukarslan

Faculty of Civil Engineering

Istanbul Technical University, Istanbul, Turkey

Professor

Email: kucukarslan@itu.edu.tr

Qualifications

1999 Ph.D., State University of New York-Buffalo, Civil Engineering

1995 M.Sc., Middle East Technical University, Civil Engineering

1994 B.Sc., Middle East Technical University, Civil Engineering

Publications (Selected)

1. Küçükarslan S., ‘Time domain dynamic analysis of piles under impact loading’, Soil Dynamics and Earthquake Engineering, 2002, 22: 97-104.
2. Küçükarslan S.,  Banerjee P.K., ‘Behavior of axially loaded pile groups under lateral cyclic loading’, Engineering Structures, 2003, 25: 303-311.
3. Küçükarslan S.,  Banerjee P.K., Bildik N.  ‘Inelastic Analysis of Pile Soil Structure Interaction ’, Engineering Structures, 2003, 25: 1231-1239.
4. Küçükarslan S.,  Coşkun, SB.  ‘Transient Dynamic Analysis of Dam-Reservoir Interaction by Coupling DRBEM and FEM’, Engineering Computations, 2004, 21: 692-707
5. Küçükarslan S., ‘Dynamic Analysis of Dam Reservoir Foundation Interaction in Time Domain’,  Computational Mechanics, 2004, 33: 274-281.
6. Küçükarslan S.,  Banerjee P.K.,  ‘Inelastic Analysis of Pile Soil Interaction ’, ASCE, J. of Geotechnical and Geoenv. Engng.,  2004, 130: 1152-1157.
7. Küçükarslan S., ‘Time Domain Dynamic Analysis of Dam Reservoir Foundation Interaction Including The Reservoir Bottom Effects’,  Int. J. for Numerical and Analytical Methods in Geomechanics, 2004, 28: 963-980.
8. Küçükarslan S.,  Banerjee P.K., ‘Inelastic Dynamic Analysis of Pile Soil Structure Interaction ’, Int. J. of Computational Engineering  Science, 2004, 5:245-258.
9. Küçükarslan S., ‘An Exact Truncation Boundary Condition for Incompressible-Unbounded Fluid Domains’,  Applied Mathematics and Computation, 2005, 163:60-69.
10. Küçükarslan S.,  Coşkun, SB., Taşkın B.,   ‘Transient Analysis of Dam-Reservoir Interaction  Including The Reservoir Bottom Effects’’, J. Fluids and Structure, 2005, 20:1073-84.
11. Taşkın B., Küçükarslan S., ‘A Computationally Efficient Solution of The Wave Equation for the Transient Response of Infinite Reservoirs’, Archive of Applied Mechanics, 2005, 75 (1): 68-77.
12. Bildik N.,  Konuralp A,  Bek F.O., Küçükarslan S., ‘Solution of different type of the partial differential equation by differential transform method and Adomian’s decomposition method ’,  Applied Mathematics and Computation, 2006, 172 (1): 551-567.
13. Darılmaz K , Orakdöğen E,  Girgin K , Küçükarslan S , "Torsional Rigidity of  Arbitrarily Shaped Composite Sections by Hybrid Finite Element Approach", Steel and Composite Structures, 2007, Vol.7 , No.3, 241-251.
14. Saygun A,  Omurtag MH,  Girgin K, Orakdöğen E, Küçükarslan S, Darılmaz K,  "A Simplified Solution of the Torsional Rigidity of the Composite Beams by Using FEM", Advances in Structural Engineering, 2007 10 , No.5, 467-473.
15. Küçükarslan S,  Banerjee PK   “Inelastic transient analysis of piles in nonhomogeneous soil”, Structural Engineering and Mechanics 2007, Vol. 26 (5): 545-556.
16. Küçükarslan, S. “Transient analysis of piles and pile groups in nonhomogenous soil”,  Archive of Applied Mechanics, 2008, 78 (1): 21-31.
17. Hızel E., Küçükarslan, S. “Homotopy perturbation method for (2+1) dimensional coupled Burgers system ”, Nonlinear Analysis: Real World Applications, 2009, 10 : 1932-1938.
18. Küçükarslan, S.,  “Homotopy perturbation method for coupled Schrödinger–KdV equation”, Nonlinear Analysis: Real World Applications, 2009, 10: 2264-2271.
19. Küçükarslan, S. “Numerical Analysis of Higher Dimensional Dispersive Long Wave Equation”,  Archive of Applied Mechanics, 2009, 79:  433-440.
20. Hızel E., Küçükarslan, S. “Homotopy Perturbation Method for Higher Dimensional Nonlinear Evolutionary Equations ”, Zeitschrift für Naturforschung A, 2009, 64; 568-574.
21. Orakdöğen E., Küçükarslan S., Sofiyev A., Omurtag M.H.,“FEA of Functionally Graded Plates for Coupling Effect of Extension and Bending, Meccanica, 2010, 45; 63-72.
22. Küçükarslan S,  Demir A.   “ Correction of node mapping distortions using universal serendipity elements in dynamical problems”, Structural Engineering and Mechanics,  2011, 40: 245-256.