Fen Bilimleri Enstitüsü: Recent submissions

  • Determining the behaviour of sand under cyclic loading in the direct simple shear apparatus 
    Kın, Ali Süha. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985., 1985.)
    In the past years, significant advances have been made in the analysis of the dynamic behaviour of soils and many analytical models, in-situ and laboratory techniques, and apparatus have been developed. In order to be able ...
  • Computer aided design of columns under biaxial bending 
    Altun, H. Hayati. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985., 1985.)
    The equations for design of rectangular reinforced concrete columns are rarely used in actual design due to their mathematical complexities. Rather, design aids in the form of tables or charts, that are sometimes inadequate ...
  • 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 ...
  • 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. ...
  • Determining the behaviour of clay under repeated loading condition using the CRS oedometer 
    Tuncan, Ahmet Mustafa. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1984., 1984.)
    Over the past several years, considerable advance have been made in understanding and reasonably predicting the behaviour of soil during repeated loading with different types of apparatus. In this investigation, the ...
  • Analysis of column supported slabs by the relaxation method 
    Kürkçiyan, Berç. (Thesis (M.S.) - Robert College. Faculty of Graduate School of Engineering, 1962., 1962.)
  • The effect of temperature on consolidation behavior of clay 
    Tuncan, Muhammet Ahmet. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1984., 1984.)
    The influence of increasing the temperature in a consolidating soil is examined by consideration of the thermal energy input from the temperature change. This energy provides the potantial necessary to cause flow through ...
  • Geotechnical evaluations of Haliç's sedimentary layers 
    Köseler, Mahir. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1984., 1984.)
    The presence of soft layers in Haliç create a great deal of geotechnical problems during the dredging of Haliç. It is necessary to make geotechnical evaluations to prevent critical situations during dredging. The general ...
  • The frictionless contact problem for an elastic layer resting on an elastic half-space 
    Kılıç, Haydar. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1984., 1984.)
    The frictionless contact problem for an elastic layer lying on an elastic half space is considered. It is assumed that, in addition to the main applied load P, the layer is subjected to a uniform vertical body force because ...
  • A comparative study on reinforced concrete lightweight roof decks 
    Gürol, Murat. (Thesis (M.S.) - Bogazici University. Faculty of Engineering, 1983., 1983.)
    Nine reinforced lightweight one-way slabs were produced with perlite, styropor and pumice lightweight aggregates as structural roof decks with insulating properties. Those plus three identical Ytong aerated slabs were ...
  • Anaerobic wastewater treatment by an expanded bed reactor 
    Alptekin, Emel Ener. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1984., 1984.)
    The use of an Anaerobic Expanded Bed for the treatment of waste, high in organic load,is a subject under investigation in the last years. Due to the fact that microorganisms active for the decomposition are forming a film ...
  • Ultimate strength and service ability based design of partially prestressed concrete beams 
    Haditalab, Jafar. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Sciences and Engineering, 1983., 1983.)
  • A study on dynamic properties of compacted clays 
    Güngören, Ali Akgül. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1983., 1983.)
    The dynamic soil properties, shear modulus and damping ratio, are studied on five types of clay samples which have relatively different plasticity characteristics. The resonant column method is conducted on compacted ...
  • Preliminary design and analysis of submerged tunnels 
    Tezçakar, Mustafa. (Thesis (M.S.) - Bogazici University. Faculty of the Engineering School, 1982., 1982.)
    A submerged tunnel, attached to the bottom by steel cables is analyzed using semi-analytical finite element methods. The tunnel with an elliptic crosssection with three circular tunnels inside is considered for which two ...
  • 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 ...
  • 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 ...
  • An analysis of alternative designs for Almus Dam and critical discussion of the dam design selected by D.S.İ. 
    Göksel, Attila. (Thesis (M.S.) - Robert College. Faculty of Graduate School of Engineering, 1961., 1961.)
  • A study on stability of fill on clay subsoil 
    Tezulaş, Eser. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1982., 1982.)
    The procedures, assumptions and equilibrium methods used to develope the slope stability charts and detailed analysis procedures of stability are investigated during the first phase of the thesis. The stability of a ...
  • A computer program for design of sanitary sewer systems 
    Belkaya, Hüseyin. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1982., 1982.)
    A program. is developed for the design of sanitary sewer networks when the sewer lines (links) connecting the manholes (nodes), the nodal elevations, the sewer lengths and a final outlet are specified. The program consists ...
  • A study on numerical analysis of laterally loaded piles 
    Baykal, Gökhan. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1982., 1982.)
    The problem of laterally loaded piles is encountered frequently, particularly in the design of waterfront and offshore structures. A procedure for the numerical solution of lateral deflection of piles under various soil ...

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