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Browsing by Subject "Earthquake resistant design -- Turkey."

Browsing by Subject "Earthquake resistant design -- Turkey."

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  • Acceleration - displacement response spectra (ADRS) for design of seismic isolation systems in Turkey 
    Yolcu, Aslıhan. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2018., 2018.)
    Nonlinear Response History Analyses (NLRHA) have been frequently used in seismic isolation system design since the displacement at long period end of the codebased spectra is limited to a certain value and may not accommodate ...
  • An investigation of inelastic seismic demand 
    Tufan, Tarık. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2008., 2008.)
    In Turkish Earthquake Code (TEC), ratio between inelastic and elastic systems with same initial stiffness and damping is defined as spectral displacement ratios (also known as inelastic displacement ratios). The main aim ...
  • Comparison of linear and nonlinear methods for seismic evaluation of existing reinforced concrete buildings in the Turkish earthquake code 2007 
    Akgül, Bahadır. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2007., 2007.)
    Importance of more accurate estimation of the seismic behavior of buildings has been steadily increasing since the 1999 Marmara Earthquake. This increasing trend intensifies the need for a new Earthquake Code in Turkey. ...
  • Nonlinear analysis and retrofit strategy selection of a historical reinforced concrete building according to Turkish Earthquake Code 2007 
    Kılıç, İsmail Emrah. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2008., 2008.)
    The necessity of estimating the actual nonlinear behavior of the buildings during the seismic activity leads to a new earthquake code in Turkey. A new procedure, to evaluate seismic performance levels of the existing ...
  • Preliminary seismic evaluation of highway bridges in Istanbul 
    Zülfikar, A. Can. (Thesis (M.S.) - Bogazici University. Kandilli Observatory and Earthquake Research Institute, 1995., 1995.)
    In spite of the considerable developments in bridge engineering in recent years, substantial damages of highway bridges in recent earthquakes, have lead to an increasing awareness on the seismic performance of bridges. ...
  • Response midification factors for moment resisting and eccentrically braced steel frames 
    Demir, Aydın. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2006., 2006.)
    The verification of the response modification factors (R) (which are assigned to be the same in TEC-2006) for moment resisting and eccentrically braced 2D steel frames is the scope of this study. In this thesis, response ...
  • Seismic evaluation of Bolu viaduct 1 
    Candan, B. Tolga. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake research Institute, 2006., 2006.)
    A thesis is presented on the seismic evaluation of a viaduct using non-linear analysistechniques. The Bolu viaduct is a 2-3 km long seismically isolated structure with two parallelbridges each with a span length of 39.2 m ...
  • Seismic performance assessment of Ortaköy V409 viaduct 
    Öztürk, Ali Cem. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2007., 2007.)
    The Ortakoy V409 carries 1st Peripheral Highway and has constructed in 1973. The V409 is the last approach viaduct of First Bosphorous Bridge and has a specific role on transportation of stanbul. The existing condition, ...
  • Seismic performance evaluation of the Sadabat 1 (V3) viaduct 
    Önem, Göktürk. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2002., 2002.)
    Sadabat V3 was designed in the late 1980's as a connector highway bridge in conjunction of Okrneydam and Hastal on ball-Sakarya motonvay route, which is a major component of the transportation system of Istanbul. The bridge ...
  • Synthesis of earthquake ground motion at the 1915 Çanakkale Bridge :|stochastic simulations with a regional path duration function 
    Büyükçapar, Numan. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2021., 2021.)
    Strong ground shaking duration has got to be taken into consideration realistically in ground motion simulations as it is a key parameter affecting structural damages. Total duration of an earthquake comprises source and ...

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