Browsing M.S. Theses by Title

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  • 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 analysis and retrofit strategy selection of a historical reinforced concrete building according to Turkish Earthquake Code 2007 
    Kılıç, İsmail Emrah. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2008., 2008.)
    The necessity of estimating the actual nonlinear behavior of the buildings during the seismic activity leads to a new earthquake code in Turkey. A new procedure, to evaluate seismic performance levels of the existing ...
  • 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. ...
  • 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 ...
  • Numerical analysis of reinforced earth abutments 
    Ekli, Onur. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2006., 2006.)
    This study is focused on numerical modeling of reinforced earth abutment walls with strip reinforcements as well as their working principles, elements, structural analysis techniques, and behaviour under seismic loads. ...
  • Numerical modeling of an uncofined aquifer dewatering and a soil vapor extraction system: a case study 
    Çiftçi, Emin. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2006., 2006.)
    Contamination of soil and groundwater with volatile organic compounds has become a serious environmental issue. Soil vapor extraction (SVE) can be considered as one of the most commonly utilized techniques to remove these ...
  • Numerical modeling of buried drainage pipes by using finite element method 
    Bul, Ebru. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2007., 2007.)
    With the increased use of pipelines for transporting water, gas, petroleum, and sewage, the importance of pipe is understood easily in life. As time goes on, pipe technology has been developing and present more facilities ...
  • Numerical modeling of the cyclic behavior of reinforced concrete chimney sections 
    Koç, Ahmet Alperen. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2021., 2021.)
    The capability of numerical models to predict the behavior of reinforced concrete structures depends on the quality of the model, which is related to many parameters such as the definition of boundary conditions and loading, ...
  • Numerical modeling of water propagation using the meshless multiquadric method 
    Tokmak, Yavuz. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2005., 2005.)
    In the present study, water wave propagation in two dimensions, where the flowis irrotational, is numerically modeled using meshless multiquadric (MQ) method. Inthe first part, the method is applied to the classical linear ...
  • 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 ...
  • Numerical solutions of rate of consolidation in layered soils 
    Malkoç, Burak. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985., 1985.)
    The numerical solutions of rate of consolidation in layered soils is studied. The pore water dissipation of compressible deposits is numerically determined based on the finite difference method. The advantegeous attained ...
  • Oceanographic and engineering analysis of seawater air-conditioning system feasibility for the Black Sea 
    Pozhidaeva, Margarita. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2017., 2017.)
    Conventional air-conditioning systems constitute a large portion of the building energy consumption and operating cost. To reduce the carbon footprint of the air cooling system in buildings, cost and energy efficient ...
  • Optimizing green design of buildings using building information modeling 
    Özkan, Sedat Anıl. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2017., 2017.)
    Energy performance of the buildings has been a subject topic for years due to many reasons such as nancial bene ts, environmental and social concerns. All these cause a tendency in the construction sector for analysing ...
  • Optimum placement of emergency response stations for maritime accidents in the Marmara Sea 
    Altan, Yiğit Can. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2010., 2010.)
    In order to minimize the environmental effect of oil spill caused by maritime accidents, cleanup work has to begin as soon as possible. For that reason, Emergency Response Stations (ERS) are planned to be located according ...
  • Origin and destination inference of bus passengers: Isnabul case study 
    Fidanoğlu, Akif. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2015., 2014.)
    With the advance technology used in the public transportation systems it has become much easier to monitor the trips of the passengers. Most of the public transportation systems record the passengers when they start their ...
  • 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 ...
  • Parking management strategies for sustainable transportation: a case study for Istanbul 
    Barhani, Edison. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2007., 2007.)
    The rapid growth of the transportation sector during the last decade in Turkey has created many problems particularly in Istanbul such as air pollution, energy consumption, and loss of urban ‘living space’. Different from ...

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