Beyazıt Bestami Aydın

Department of Civil Engineering
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Lattice simulation of concrete compressive behaviour as indirect tension failure
Aydın, Beyazıt Bestami; Binici, Barış; Tuncay, Kağan (2021-04-01)
A vast number of numerical approaches have been used to simulate the non-linear behaviour of concrete and reinforced concrete members at different scales. Most approaches were based on the finite-element method and have a ...
Transmission dynamics of Covid-19 in Italy, Germany and Turkey considering social distancing, testing and quarantine
GÜL, SERDAR; Tuncay, Kağan; Binici, Barış; Aydın, Beyazıt Bestami (Journal of Infection in Developing Countries, 2020-07-01)
Introduction: There are significant differences in the active cases and fatality rates of Covid-19 for different European countries. Methodology: The present study employs Monte Carlo based transmission growth simulations...
Aydın, Beyazıt Bestami; Tuncay, Kağan; Binici, Barış (2019-11-11)
Simulation of Reinforced Concrete Member Response Using Lattice Model
Aydın, Beyazıt Bestami; Tuncay, Kağan; Binici, Barış (2019-09-01)
Lattice models are well suited for crack simulations; however, their use has been mostly limited to the fracture of plain concrete. In this study, a practical two-dimensional mesoscale lattice composed of overlapping eleme...
Overlapping Lattice Approach for Nonlinear Analysis of Reinforced Concrete Columns
Aydın, Beyazıt Bestami; Tuncay, Kağan; Binici, Barış (null; 2018-09-12)
Overlapping Lattice Modeling for concrete fracture simulations using sequentially linear analysis
Aydın, Beyazıt Bestami; Tuncay, Kağan; Binici, Barış (Wiley, 2018-04-01)
Modeling concrete fracture is important in order to uncover accurately the sources of distress which lead to the damage or failure of structures. Many different numerical approaches have been used in the past employing eit...
Overlapping Lattice Simulation of Concrete Gravity Dam Collapse Simulations
SOYSAL, BERAT FEYZA; Aydın, Beyazıt Bestami; Tuncay, Kağan; Arıcı, Yalın; Binici, Barış (2017-09-01)
Estimating the collapse limit state of concrete gravity dams within the framework of performance based design is challenging due to the uncertainty in modelling the response of these systems and the strong dependence of th...
Aldemir, Alper; Aydın, Beyazıt Bestami (null; 2017-06-09)
Double-slotted beam (DSB) system has recently been analyzed as a possible method to generate desirable ductility and to prevent damage penetration inside the beam-column joints. In this system, the only modification is on ...
Overlapping Lattice Model for Concrete Fracture Simulations
Aydın, Beyazıt Bestami; Tuncay, Kağan; Binici, Barış (2016-09-23)
Overlapping Lattice Model for Fracture Initiation and Propagation
Aydın, Beyazıt Bestami; Tuncay, Kağan; Binici, Barış (2016-07-28)
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