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  • Fiber reinforced 3D printable cementitious composites 
    Andiç, Nilhan. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2021., 2021.)
    Layer-by-layer extrusion of cementitious composites is a production method proposed for the 3D printing of concrete structures. Clay-based modifiers are commonly added to the cementitious mixture to adapt it to the ...
  • Fiber reinforced plastic overlay retrofit of hollow clay tile masonry infilled reinforced concrete frames 
    Hanoğlu, Kemal Burak. (Thesis (Ph.D.)-Bogazici University. Institute for Graduate Studies in Science and Engineering , 2002., 2002.)
    Stiffness and strength contribution of hollow clay tile infills to ductile and non-ductile reinforced concrete frames were evaluated using 1:3 scale specimens tested under quasi-static reversed cyclic seismic loads. Four ...
  • Filtration properties of geotextiles 
    Merdin, Emin. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    In the past years,many models, and laboratory techniques and apparatus have been developed to examine the filtration properties of the geotextiles. To select the proper geotextile which will be used in drainage and filtration, ...
  • 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 ...
  • Finite element study on axially static loading test and bidirectional static osterberg cell pile load testing 
    Aygül, Tuğba. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2011., 2011.)
    There are several methods used in the design of bored piles. Mathematical modeling of the pile and soil parameters, provide various formulas and theories for ultimate bearing capacity and settlement calculations of a pile. ...
  • Fire load and characteristics of modern high-rise residential buildings 
    Onursal, Aykut. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2021., 2021.)
    This thesis investigates the energy content of modern high-rise residential buildings in Istanbul. High-rise residential buildings are rapidly increasing due to urbanization and they are mainly constructed in dense areas ...
  • Fire performance of fin plate shear connections modelled with component based method and 3D finite elements 
    Özdemir Mazlum, Tuğba. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    Steel buildings bring together structural fire problems that are very dangerous especially for structures in large cities. Fire performance of steel structures is ignored in design and construction stage of the buildings. ...
  • Fire safety assessment of high-rise residential buildings 
    Jodi, Mustapha Muazu. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    In the present work, the risk of a high-rise residential building fire has been framed in terms of the safety of its occupants. The two parallel processes taking place during a building fire evacuation have been analyzed. ...
  • Forensic study on geosynthetic reinforced soil walls with corner turns 
    Raouf, Ayman Mohammad Imad. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2015., 2015.)
    Geosynthetic Reinforced Soil (GRS) involve the use of reinforcement inclusions to enhance the engineering properties of the soil mass. In doing so, the backfill soil is internally retained, which dispenses the primary need ...
  • Free and forced vibration analysis of linear, elastic building and arch type plane frames 
    Yasa, Balamir. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985., 1985.)
    In this study, behaviour of linear, elastic building and arch type plane frame structures subjected to lateral dynamic loads are investigated. For this purpose, computer programs were developed for the static analysis of ...
  • Free vibration analysis of a non-uniform free-ended beam with weighted residual methods 
    Peköz, Zeynep Çiğdem. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2005., 2005.)
    In this study the transverse vibration of a non-uniform free-ended beam is analyzedby solving its governing differential equation based on Euler-Bernoulli Theory withweighted residual methods as approximate methods. First, ...
  • Freight trip generation in urban areas 
    Günay, Gürkan. (Thesis (Ph.D.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2015., 2015.)
    Freight transportation planning and modeling in general, and Freight Trip Generation (FTG) in particular, is an area that is not covered as widely as passenger transportation. FTG mechanisms are different from passenger ...
  • Frictional behavior between geosynthetic reinforcement and facing blocks 
    Karaoğlan, Halil. (Thesis (Ph.D.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2014., 2014.)
    Geosynthetic reinforced soil retaining walls (primarily those with precast con- crete block facing elements) reinforced by geogrids or geotextiles are in a period of rapid growth. The construction of geosynthetic reinforced ...
  • Frictional behavior of facing elements of geosynthetic reinforced soil retaining structures 
    Astarcı, Burak. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2008., 2008.)
    Geosynthetic reinforced soil retaining walls (primarily those with precast concrete block facing elements) reinforced by geogrids or geotextiles are in a period of enormous growth. The construction of geosynthetic reinforced ...
  • Full scale modeling of geotextile reinforced lime stabilized cohesive soil retaining wall 
    Ismeik, Muhannad Hisham. (Thesis (Ph.D.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1996., 1996.)
    In this research, a reinforced soil retaining structure, "Kilyos Wall" is studied. It is the first known geosynthetic reinforced wall to be instrumented and tested in Turkey. Lime stabilized cohesive clay is used as a ...

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