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Browsing M.S. Theses by Author "Aşkar Altay, Gülay."

Browsing M.S. Theses by Author "Aşkar Altay, Gülay."

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  • 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 behavior of buckling restrained braced frames 
    Sinabadi, Shervin Bashiri. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2015., 2015.)
    In this study the seismic performance of buckling restrained braced frames in steel structures in Turkey are addressed. A set of three (low rise), six (mid rise) and ten (high rise) buildings is assessed and compared. ...
  • 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 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 ...
  • Stability of steel dome structures 
    Çiftci, Cihan. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2009., 2009.)
    Basically, the geometric nonlinearity of space structures has been discussed in this Thesis. There are totally three types of nonlinearities, which are a) the geometric nonlinearity which arises from the large nodal ...
  • Steel frames under fire 
    Sanrı, Işıl. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2004., 2004.)
    Fire resistance is the ability of a structure or a member to fulfill required functions (load-bearing capacity, and/or separating function), for a specified fire exposure and for a specified period of time. To apply fire ...
  • Structural identification of the Sehzade Mehmed Mosque through static and dynamic analyses 
    Artar, Musa. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2006., 2006.)
    Built between 1543-1548 by the great Turkish architect Mimar Sinan to commemorate the memory of one of the legendary Ottoman Emperor Süleyman's sons, the prince Mehmet, the Sehzade Mehmet Mosque is considered to be one of ...
  • Vertical load capacity and quality assessments of bored piles 
    Arda, Çağdaş. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2009., 2009.)
    There are several methods used in the design of bored piles. To start with, mathematical modeling of the pile and soil parameters provide various formulas and theories for ultimate bearing capacity and settlement calculations ...

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