Publications (INTERNATIONAL) Journal Papers A.1 R.L. Taylor, F.C. Filippou, A. Saritas, F. Auricchio, A mixed finite element method for beam and frame problems. "Computational Mechanics", 31, (2003), p.192203. A.2 A. Saritas, F.C. Filippou, Frame element for metallic shearyielding members under cyclic loading. "Journal of Structural Engineering ASCE", 135, (2009), p.11151123. A.3 A. Saritas, Modeling of inelastic behavior of curved members with a mixed formulation beam element. "Finite Elements in Analysis and Design", 45, (2009), p.357368. A.4 A. Saritas, F.C. Filippou, Inelastic axialflexureshear coupling in a mixed formulation beam finite element. "International Journal of NonLinear Mechanics", 44, (2009), p.913922. A.5 A. Saritas, F.C. Filippou, Numerical integration of a class of 3d plasticdamage concrete models and condensation of 3d stressstrain relations for use in beam finite elements. "Engineering Structures", 31, (2009), p.23272336. A.6 A. Saritas, Stress resultants plasticity with general closest point projection. "Mechanics Research Communications", 38, (2011), p.126130. A.7 L. Turanli, A. Saritas, Strengthening the structural behavior of adobe walls through the use of plaster reinforcement mesh. "Construction and Building Materials", 25, (2011), p.17471752. A.8 A. Saritas, O. Soydas, Variational Base and Solution Strategies for Nonlinear ForceBased Beam Finite Elements. "International Journal of NonLinear Mechanics,", 47, (2012), p.5464. A.9 A. Saritas, F.C. Filippou, Analysis of RC Walls with a Mixed Formulation Frame Finite Element. "Computers and Concrete", 12, (2013), p.519536. A.10 O. Soydas, A. Saritas, An Accurate Nonlinear 3d Timoshenko Beam Element Based on HuWashizu Functional. "International Journal of Mechanical Sciences", 74, (2013), p.114. A.11 O. Musaoglu, L. Turanli, A. Saritas, Assessing the Effects of Mechanical Preventive Measures on AlkaliSilica Reaction Expansion with Accelerated Mortar Bar Test. "Journal of Testing and Evaluation", 42, (2014), p.15201529. A.12 Afşin Sarıtaş, Ahmet Köseoğlu, Distributed Inelasticity Planar Frame Element with Localized SemiRigid Connections for Nonlinear Analysis of Steel Structures. "International Journal of Mechanical Sciences", 9697, (2015), p.216231. A.13 Yiğit Özçelik, Afşin Sarıtaş, Patricia M. Clayton, Comparison of chevron and suspendedzipper braced steel frames. "Journal of Constructional Steel Research", 119, (2016), p.169175. A.14 H.F. Ozel, A. Saritas, T. Tasbahji, Consistent matrices for steel framed structures with semirigid connections accounting for shear deformation and rotary inertia effects. "Engineering Structures", 137, (2017), p.194203. A.15 A. Saritas, T. Gurol, O. Soydas, Hybrid finite element for analysis of functionally graded beams. "Mechanics of Advanced Materials and Structures", 24, (2017), p.228239. A.16 O. Soydas, A. Saritas, Free vibration characteristics of a 3d mixed formulation beam element with forcebased consistent mass matrix. "Journal of Vibration and Control", 23, (2017), p.2635–2655.
 Conference Papers A.1 A. Saritas, F.C. Filippou, Modeling of shear yielding members for seismic energy dissipation. "13th World Conference on Earthquake Engineering", (2004). A.2 A. Saritas, F.C. Filippou, Failure analysis of shear critical RC structural members. "5th International Conference on Computation of Shell and Spatial Structures", (2005). A.3 A.Y. Ozcelik, A. Saritas, Comparison of chevron and suspended zipper braced steel frames. "9th International Congress on Advances in Civil Engineering", (2010). A.4 C.H. Uslu, A. Saritas, Mathematical models for semirigid connections: top and seat angle with double web angles connection. "9th International Congress on Advances in Civil Engineering", (2010). A.5 O.Soydaş, A. Sarıtaş, Nonlinear Analysis Of A Three Dimensional Mixed Formulation Frame Finite Element Based On HuWashizu Functional. "10th International Congress on Advances in Civil Engineering", (2012). A.6 A. Köseoglu, A.Saritas, Modeling the nonlinear behavior of semirigid connectors with a macro element model. "SE50EE International Conference on Earthquake Engineering", (2013). A.7 Y. Kizildag, A. Saritas, Comparative Study on the Nonlinear Behavior of Steel ShearLinks. "11th International Congress on Advances in Civil Engineering", (2014). A.8 T. Metin, A. Saritas, Influence of Semirigid Connection Nonlinearity on Steel Special Moment Frames. "11th International Congress on Advances in Civil Engineering", (2014). A.9 Halil Fırat Özel, Afşin Sarıtaş, An Accurate modeling approach for calculating the vibration characteristics of steel framed structures with semirigid connections. "8th International Conference on Behaviour of Steel Structures in Seismis Areas STESSA 2015", (2015). A.10 Ahmet Yiğit Özçelik, Afşin Sarıtaş, Patricia M. Clayton, Comparison of lowrise steel chevron and suspended zipper braced steel frames. "8th International Conference on Advances in Steel Structures ICASS 2015", (2015). A.11 Mehmet Ali Şenel, Tayseer Tasbahji, Lutfullah Turanlı, Afşin Sarıtaş, Stressstrain behaviour of structural lightweight concrete under confinement. "6th International Conference on Structural Engineering and Construction Management, Kandy, Sri Lanka", (2015). A.12 Halil Fırat Özel, Afşin Sarıtaş, Tayseer Tasbahji, Vibration characteristics of various wide flange steel beams and columns. "6th International Conference on Structural Engineering and Construction Management, Kandy, Sri Lanka", (2015). A.13 Afşin Sarıtaş, Ahmet Köseoğlu, Halil Fırat Özel, Modeling of the nonlinear behavior of steel framed structures with semirigid connections. "8th International Conference on Advances in Steel Structures ICASS 2015", (2015). A.14 Ozan Soydaş, Afşin Sarıtaş, Capturing inelastic coupling of internal forces and exact vibration frequencies for 3d Timoshenko beam finite elements. "2016 World Congress on Advances in Civil Environmental and Materials Research & Structures Congress", (2016). A.15 Veysel Emre Uslu, Oğuz Uzol, Afşin Sarıtaş, Wind loads acting on solar panels in a row by CFD analysis. "2016 World Congress on Advances in Civil Environmental and Materials Research & Structures Congress", (2016). A.16 Halil Fırat Özel, Afşin Sarıtaş, Zafer Karakaş, Three dimensional frame element formulation for nonlinear analysis of semirigid steel structures. "12th International Congress on Advances in Civil Engineering, Istanbul Turkey, September 2123, 2016", (2016). A.17 Halil Fırat Özel, Afşin Sarıtaş, Tayseer Tasbahji, Finite element model with semirigid connections for vibration assessment of steel moment resisting framed structures. "The International Colloquium on Stability and Ductility of Steel Structures, Timisoara, Romania", (2016). A.18 H.F. Ozel, A. Saritas, A 2D FRAME ELEMENT TAKING INTO ACCOUNT SEMIRIGIDITY AT COLUMN BASES, BRACE ENDS & BEAM TO COLUMN CONNECTIONS IN STEEL STRUCTURES. "9th Hellenic National Conference of Steel Structures", (2017).

