Archives and Documentation Center
Digital Archives

Browsing M.S. Theses by Subject "Finite element method."

Browsing M.S. Theses by Subject "Finite element method."

Sort by: Order: Results:

  • An analytical approach to reinforced earth system 
    Eygören, Fikret. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    In this study, Reinforced Earth Structures are investigated by using various techniques. Inltially the system is handled as a slope stability problem and multi-criterion analysis method is employed to find out the allowable ...
  • 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 ...
  • Comparison analysis between meshless radial basis function collocation method and finite element method 
    Karakan, İsmet. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2020., 2020.)
    Comparison analysis between meshless Radial Basis Function Collocation Method and Finite Element Method is conducted in this work. Models for both steady and unsteady versions of Poisson and Stokes equation with various ...
  • Curved finite elements for cylindrically and axi-symmetrically curved shells 
    Atalık, Selçuk. (Thesis (M.S.) - Robert College. Faculty of Graduate School of Engineering, 1969., 1969.)
  • Development of a structural engineering oriented finite element software feheat for nonlinear heat transfer analysis 
    Baş, İsmail. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2020., 2020.)
    An existing structural engineering oriented finite element software, FEHEAT, that can solve two-dimensional heat transfer problems with nonlinear boundary con ditions was further developed in this study. The software gained ...
  • Evaluation of the observed performance of a deep top down excavation 
    Zinzade, Derya Celal. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2011., 2011.)
    In densely populated cities, due to lack of free constructable space, the need for deep excavations is increasing day by day. Owners tend to have more and more basement floors which are more energy efficient for reducing ...
  • Finite element analysis of supported excavations in clay 
    Sözer, Merih. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    In this study, various soil mechanics problems are investigated using the computer program developed by Clough and Duncan, (1969). By this program, both incremental analyses and gravity turn-on analyses can be provided. ...
  • Finite element analysis of tieback wall using plaxis: a case study 
    Hayta, Özkan. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2005., 2005.)
    During the past 15 years, significant development has taken place in the techniques of tieback wall. Anchored wall has gained world-wide acceptance in both theory and practice due to its economy, technical and practical ...
  • Finite element model for brick walls post-tensioned by external steel bars 
    Nijem, Khalil. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1982., 1982.)
    A finite element model was developed to study the behavior of masonry walls externally post-tensioned by vertical steel bars under lateral loading in the plane of the wall. Material non-linearity of mortar and non-linearity ...
  • 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 ...
  • Finite element solutions of plane elasticity problems by using isoparametric quadrilateral elements 
    Altıntaş, Hüsnü. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985., 1985.)
    In this study a finite element program is developed to solve plane stress problems. The finite element method used is based on minimization of the potential energy of the system by using the Rayleigh- Ritz procedure. The ...
  • Implementation of one and two dimensional linear finite element programs with java language 
    İşbaşar, Hilmi Aydın. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2008., 2008.)
    Finite element program codes were generally developed in Fortran but during last decade developers started to seek better programming paradigms in order to handle complexity in finite element software. Since Java language ...
  • Modal testing of a retrofitted building 
    Dalkılıç, Ziya. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2013., 2013.)
    ETA-B Building located in Bo gazi ci University, North Campus is monitored before, during and after its retro tting process by previous researchers. An Enhanced Frequency Domain Decomposition identi cation algorithm is ...
  • Modeling the shear strength improvement at the interface of lime-stabilized soil and concrete 
    Batukan, Burak. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Sciences and Engineering, 1997., 1997.)
    Drilling operations remold the shaft soil, leading to significant shear strength losses. Lime stabilization has been proposed to increase the shaft resistance capacity of friction piles installed into clayey soils. For ...
  • Non-linear finite element analysis of reinforced concrete frames with masonry filler walls 
    Kıvanç, Faik. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1982., 1982.)
    An incremental non-linear finite element program taking into consideration the nonlinear behaviour and failure of mor, tar joints in masonry is developed and applied to the analysis of reinforced concrete frames with masonry ...
  • Nonlinear finite element analysis of Altınkaya Dam 
    Yazıcıoğlu, Ali. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985., 1985.)
    The behavior of earth and rockfill dams during construction is investigated in this study. In particular, attention is given to the prediction of stresses and deformations developed within Altınkaya Dam during construction. ...
  • Numerical modelling of inelastic behavior of reinforced concrete elements considering cracks and bond 
    Türk, Ahmet Murat. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1993., 1993.)
    During the last 25 years, the use of the finite element method in structural engineering area has provided a powerful tool for engineers that has very wide applicability. This method also can be applicable to reinforced ...
  • Numerical simulation of bi-directional osterberg load tests performed in limestone by using finite element analysis 
    Yıldız, Nejla. (Thesis (M.A.) - Bogazici University. Institute for Graduate Studies in the Social Sciences, 2017., 2017.)
    Pile load tests are one of the most important geotechnical eld tests. Piles are loaded in practise by the structure from the top. However especially for piles with large load capacities, it is very di cult to simulate ...
  • Parametric finite element analysis of steel beams subjected to lateral torsional buckling 
    Şengül, Tuğkan. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2014., 2014.)
    Lateral torsional buckling is a failure criteria for beams in exure. The AISC de nes lateral torsional buckling as the buckling mode of a exural member involving de ection normal to the plane of bending occurring ...

Search Digital Archive


Browse

My Account