Archives and Documentation Center
Digital Archives

Browsing İnşaat Mühendisliği by Subject "Earthquake resistant design."

Browsing İnşaat Mühendisliği by Subject "Earthquake resistant design."

Sort by: Order: Results:

  • Comparison and evaluation of the current building codes for earthquake resistant steel structures 
    Başaran, Mustafa Kürşat. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2009., 2009.)
    In the last years, earthquake design of structures becomes an important phenomenon due to the disastrous earthquakes. Accurate modeling of the seismic action is really important to observe the real behaviour of the structure ...
  • Earthquake effects on historical masonry buildings in Üsküdar 
    Temel, Orçun Nazım. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2006., 2006.)
    The purpose of this study is, identifying historical masonry structures in Üsküdar area and according to the known information about their history, revealing the damages occurred from the previous earthquakes. For this ...
  • Evaluation of a simple method for the preliminary design of low-to-medium rise reinforced concrete structures 
    Akalp, Selahattin. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2015., 2015.)
    A simple method is evaluated in this study for suitability to the preliminary design of low-to-medium rise reinforced concrete building-type structures without significant irregularity problems. The method discussed herein, ...
  • Experimental evaluation of the lateral load behavior of squat structural walls 
    Terzioğlu, Tevfik. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2011., 2011.)
    This experimental study investigates the lateral load and deformation capacity of low-rise (squat) reinforced concrete structural walls designed to resist seismic actions. An experimental program was conducted to assess ...
  • Response modification factors for concentrically braced steel frames 
    Odabaşı, Bülent Özgür. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2006., 2006.)
    The verification of the response modification factors (R) for concentrically inverted- V and X-braced 2D steel frames (for which there is no distinction for the R values in TEC- 2006) is the scope of this study. In this ...
  • Seismic design of steel structures 
    Köse, İsmail. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1996., 1996.)
    One of the most important disasters that humanity suffered throughout the history is earthquake. Although it is impossible to overcome earthquake, protection from its harms is possible by taking some precautions. Structural ...
  • Seismic performance evaluation of two-storey moment-resisting pre-cast concrete industrial structures 
    Kulaksizoğlu, Ahmet Ata. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2011., 2011.)
    Turkey, as a country with majority of its soil prone to high seismic risk, did not only suffer from earthquakes in terms of life casualties, but it also suffered economically. Many industrial structures have been subjected ...
  • Seismic response of concentrically braced steel frames with INERD (Innovative energy dissipative) connections 
    Saydam, Duygu. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2006., 2006.)
    Concentrically braced frames are capable of undertaking the drift problems with economical solutions under sligth and moderate earthquakes. However, this type of frames are known to have limited ductility capacity under ...
  • Seismic retrofitting of R/C frames with deficient lap splices 
    Kaya, Serap Altın. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2009., 2009.)
    Many of the existing reinforced concrete frame buildings in use today may not have adequate seismic resistance due to detailing deficiencies including inadequate anchorage of longitudinal reinforcement, inadequate lap ...
  • Vibration isolation concept in aseismic design of structures 
    Çivi, Ahmet. (Thesis (Ph.D.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985., 1985.)
    The phi losophy of conventional design principles is reviewed for earthquake resistant structures. It is emphasized that in order to achieve a higher degree of rei iabil ity and also to prevent the occurence of any cracking ...

Search Digital Archive


Browse

My Account