Browsing M.S. Theses by Issue Date

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  • 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 ...
  • 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 ...
  • 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 ...
  • Ferrocement and possibilities of its application in Turkey 
    Özdemir, Nedim. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985., 1985.)
    Reports on Ferrocement indicate that this composite is gaining increased interest especially in developing countries. It is believed that there could be demand for it also in Turkey. Therefore a prelimary study was made ...
  • 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 ...
  • The behaviour of overconsolidated clayey soil 
    Kul, İsa. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985., 1985.)
    Upto this time, the scientific approach to the study and analisys of soil mechanics was to understand and reasonably predict the behavior of clay using different types of tests. In this investigation, the behavior of ...
  • 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 ...
  • 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. ...
  • Load transfer mechanism of laterally loaded piles a model study 
    Taha, Riad. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    This study is concerned with the behavior of a model pile, embedded in cohesive soil and subjected to both vertical and lateral loads. Strains, due to both vertical and lateral loading, and lateral deflections are measured. ...
  • Determining mechanical properties of lime-stabilized clay 
    Bulut, Metin. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    The scientific investigations in geotechnical engineering field, up to present, has focused on understanding and predicting the behaviour of soil material using different types of tests. In this thesis, the behaviour of ...
  • A model study of pile groups in clay 
    Budak, Faruk. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    A model scale study of the bearing capacity of single piles and pile groups with a small L/D ratio in clay under vertical and axial loads has been performed. It was investigated how the pile spacing, driving energy, number ...
  • 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. ...
  • Three dimensional analysis of point-bearing pile groups 
    Ayalp, Mehmet. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    Piles in the foundation of structures like bridge piers, quays, retaining walls and the like are usually installed in groups resulting in a group reaction.This brings about the problem of determining the distribution of ...
  • A comparison of various procedures on slope stability 
    Çakır, Ali İhsan. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    In this study, the effects of various procedures, Ordinary Method of Slices, Bishop's Modified Method, Spencer's Method, Janbu's Generalized Procedure of Slices and. Wedge Method, on factor of safety for a practical problem ...
  • A study on the behavior of pavement structures 
    Yanık, M. Faruk. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    In this thesis in situ density and moisture - density relationship of cement - treated base layer of a pavement layered system are tested within the programme of Kadiköy Yeldeğirmeni Project Similar layered systems are ...
  • 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 ...
  • The effect of compaction on pipe-soil interaction 
    Ener, Nuri. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
    The friction forces between the pipe and the surrounding soil are required in pipeline design. Presently there is insufficient information available regarding pipe-soil interaction. This information is needed to determine ...
  • Temporary excavations in soft clay 
    Çevik, Kamil Şevket. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986., 1986.)
  • 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, ...
  • Use of precast and prestressed hollow core slabs in construction industry 
    Gündoğdu, Y. Zahit. (Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1988., 1988.)
    Phy&ical and technical characteristics as well as the design procedures of the prestressed precast hollow core slab and wall elements are studied. It is intended to present for the convenience of practicing engineers, a ...

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