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Konu "Reinforced concrete." için M.S. Theses listeleme

Konu "Reinforced concrete." için M.S. Theses listeleme

Sırala: Sıra: Sonuçlar:

  • Analysis of column supported slabs by the relaxation method 
    Kürkçiyan, Berç. (Thesis (M.S.) - Robert College. Faculty of Graduate School of Engineering, 1962., 1962.)
  • Analytical modeling of reinforced concrete panel elements under reversed cyclic loadings 
    Uluğtekin, Denizhan. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2010., 2010.)
    A novel constitutive model – named as the Fixed Strut Angle Model (FSAM) – is proposed in this study for simulating the cyclic shear behavior of reinforced concrete panel elements. The constitution of the FSAM is based on ...
  • Biaxial bending of columns with unsymmetrical T sections (working stress design by computers) 
    Tunca, Tamer. (Thesis (M.S.)- Robert College. Institute for Graduate Studies in Science and Engineering, 1969., 1969.)
    A numerical method of working stress design of reinforced concrete columns with unsymmetrical T-shaped sections subjected to biaxial bending and axial force is presented. The design procedure, modified on the basis of ...
  • Effectiveness of diagonal opening reinforcement in reinforced concrete chimneys under gravity and lateral service loads 
    Akyniyazov, Dovlet. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2016., 2016.)
    Diagonal rebars are traditionally placed at the corners of openings in reinforced concrete chimneys in order to prevent crack formations. However, the sloping rebars pose a difficulty in the slipform construction process ...
  • 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 ...
  • 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 ...
  • Influence of various parameters on sesimic-induced permanent displacement of geosynthetic reinforced segmental retaining walls 
    Kadayıfçı, Ali. (Thesis (M.S)-Bogazici University.Institute for Graduate Studies in Science and Engineering, 2005., 2005.)
    The study on the seismic performance of reinforced soil structures has received muchattention following 1995 Kobe Earthquake, and especially with the failures reported during Ji - Ji Earthquake in Taiwan. After 1999 Adapazarı ...
  • Modeling of reinforcing bar buckling in structural walls 
    Salih, Sura Sabah Salih. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2019., 2019.)
    Buckling of longitudinal reinforcement is a critical damage state that is frequently observed in reinforced concrete structures after major seismic events that warrants the replacement of the structural component or render ...
  • The behavior of reinforced blockwork masonry columns under axial compression 
    Özsoy, Ayşe Elif. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2003., 2003.)
    Reinforced masonry columns are common structural elements which are used for supporting compressive vertical loads and providing lateral support to masonry walls. Reinforcement increases the column resistance to axial and ...
  • The influence of concrete strength on the economy of reinforced concrete columns 
    Abubakar, Aminu Issaka. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1998., 1998.)
    The effect of increase in strength of concrete on the economy and performance of reinforced concrete columns is investigated. Two different concrete strengths namely 25 and 45 MPa were used to design columns of 16 different ...

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