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Browsing M.S. Theses by Author "Orakçal, Kutay."

Browsing M.S. Theses by Author "Orakçal, Kutay."

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  • Ambient and forced vibration testing of a reinforced concrete building 
    Kavarnalı, Fadıl Fatih. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2012., 2012.)
    The seismic performance of reinforced concrete buildings depends on their lateral stiffness and mass distribution, as well as their lateral load capacity and ductility characteristics. In recent decades, seismic strengthening ...
  • Analytical investigations for in-situ testing of non-ductile RC buildings 
    Ülker, Mehmet. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2009., 2009.)
    In order to perform an in-situ pushover test on a real, existing building, a test setup developed via a comprehensive study is required. The scope of this study is to propose a test setup for in-situ testing of a typical ...
  • Analytical modeling of reinforced concrete panel elements under reversed cyclic loadings 
    Uluğtekin, Denizhan. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2010., 2010.)
    A novel constitutive model – named as the Fixed Strut Angle Model (FSAM) – is proposed in this study for simulating the cyclic shear behavior of reinforced concrete panel elements. The constitution of the FSAM is based on ...
  • Analytical modeling of squat walls with shear-controlled responses 
    Örendil, . Arif Emir. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2014., 2014.)
    In this study, a new finite element modeling methodology is implemented for simulating the in-plane hysteretic lateral load behavior of squat walls with aspect ratios not larger than 1.0, the response of which is governed ...
  • Evaluation of a simple method for the preliminary design of low-to-medium rise reinforced concrete structures 
    Akalp, Selahattin. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2015., 2015.)
    A simple method is evaluated in this study for suitability to the preliminary design of low-to-medium rise reinforced concrete building-type structures without significant irregularity problems. The method discussed herein, ...
  • Experimental evaluation of the lateral load behavior of squat structural walls 
    Terzioğlu, Tevfik. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2011., 2011.)
    This experimental study investigates the lateral load and deformation capacity of low-rise (squat) reinforced concrete structural walls designed to resist seismic actions. An experimental program was conducted to assess ...
  • Finite element modeling of nonrectangular reinforced concrete structural walls 
    Bilgin, Nihan. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2021., 2021.)
    This study employs and extends the Fixed-Angle-Strut Finite Element (FSAFE) model towards simulating the hysteretic response of the nonrectangular reinforced concrete structural walls subjected to multidirectional lateral ...
  • Finite element modeling of reinforced concrete structural walls 
    Güllü, Muhammet Fetih. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2013., 2013.)
    This study was conducted to propose a two dimensional finite element model to obtain the inelastic response of reinforced concrete (RC) structural walls under generalized reversed-cyclic, in-plane loading conditions. The ...
  • Modeling of coupled nonlinear shear and flexural responses in medium-rise RC walls 
    Horoz, Burak. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2015., 2015.)
    A macroscopic nite element modeling approach was adopted in this study for simulating the in-plane hysteretic lateral load behavior of medium-rise reinforced concrete structural walls with moderate aspect ratios (1.5 and ...
  • Modeling of reinforced concrete membrane behavior considering shear stress transfer across cracks 
    Bekaroğlu, Emir Hazar. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    In this study, a previously-developed reinforced concrete panel (membrane) model formulation is improved by incorporating simple yet e ective constitutive relationships that simulate shear transfer mechanisms across cracks. ...
  • Modeling of reinforcing bar buckling in structural walls 
    Salih, Sura Sabah Salih. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    Buckling of longitudinal reinforcement is a critical damage state that is frequently observed in reinforced concrete structures after major seismic events that warrants the replacement of the structural component or render ...
  • Nonlinear finite element modeling of reinforced concrete columns 
    Erçin, Yağız. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2018., 2018.)
    Analytical modeling of the lateral load response of reinforced concrete columns under reversed cyclic loading conditions is investigated in this study, using a relatively simple finite element model formulation developed ...
  • Nonlinear response modeling of low-rise structural walls 
    Karahan, Simon. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2016., 2016.)
    A nite element modeling approach was validated and improved in this study, for simulating the behavior of reinforced concrete structural walls with aspect ratios of 1.0 or less, whose behavior is governed by shear ...
  • Nonlinear seismic response analysis of high-rise flat plate buildings 
    Bilen, Fatih. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    Modern seismic codes allow engineers to design high-rise flat plate buildings, together with an appropriate lateral load resisting system, in regions of high seismicity. Despite increased popularity and usage of the flat ...
  • Seismic resistant design of building structures with rigid basement levels 
    Abediasl, Navid. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    In this study, a representative building with laterally-rigid basement levels is analyzed under design earthquake loads, using the latest approaches recommended in the Turkish Building Seismic Code 2018 (TBSC 2018). The ...
  • Seismic retrofitting of R/C frames with deficient lap splices 
    Kaya, Serap Altın. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2009., 2009.)
    Many of the existing reinforced concrete frame buildings in use today may not have adequate seismic resistance due to detailing deficiencies including inadequate anchorage of longitudinal reinforcement, inadequate lap ...
  • Structural analysis and design of a long span combined cable-stayed suspension bridge crossing the Izmit Bay 
    Zengin, Esra. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2010., 2010.)
    In designing long span cable supported bridges, geometrical nonlinearity of the structure, including the cable sags, large deflections, and P-Delta effects, is a primary consideration. Also, reaching the initial equilibrium ...

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