Browsing Deprem Mühendisliği by Issue Date

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  • Tools and techniques for real time modal identification 
    Kaya, Yavuz. (Thesis (Ph.D.)-Bogazici University.Kandilli Observatory and Earthquake Research Institute, 2009., 2009.)
    Framework of the structural health monitoring (SHM) is to detect and locate the damage in the structure. Real-time identification of modal properties of a structure is very important in SHM because the changes in modal ...
  • Development of a low-cost aseismic base isolation device for protection of structural systems from damaging effects of earthquakes 
    Kesti, Mustafa Gökhan. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2009., 2009.)
    Due to the killing thousands of people in the twentieth century and seismicity of our country, earthquakes are one of the most important natural hazards for our country. Therefore the earthquake resistance of structural ...
  • Seismic shear amplification in structural walls 
    Düzgün, Emre. (Thesis (M.S.)-Bogazici University.Kandilli Observatory and Earthquake Research Institute, 2009., 2009.)
    Earthquake resistant design of structural walls involves inhibiting brittle shear failure that would develop with the formation of plastic hinge at the base of the walls. During seismic action, recent studies demonstrate ...
  • Factors affecting site response analysis 
    Tönük, Gökçe. (Thesis (Ph.D.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2009., 2009.)
    The objective of a site response analysis is to estimate free-field ground shaking characteristics during an earthquake for a specific hazard level and set of site conditions. The mandatory components for a site response ...
  • Nonlinear fluid-structure interaction for multi-dimensional seismic analyses of liquid storage tanks 
    Özdemir, Zühal. (Thesis (Ph.D.)-Bogazici University.Kandilli Observatory and Earthquake Research Institute, 2009., 2009.)
    Real nonlinear behavior of liquid storage tanks includes many complexities which are caused by material yielding, large amplitude free-surface sloshing, non-linear fluid structure interaction, high deformations of tank ...
  • Spatial variation of strong ground motion 
    Harmandar, Ebru. (Thesis (Ph.D.)-Bogazici University.Kandilli Observatory and Earthquake Research Institute, 2009., 2009.)
    Earthquake ground accelerograms measured at different locations along a large engineered structure could be significantly different. This has led to considerable research in the last decade on the modeling of the spatially ...
  • Correlations between ground motion intensity measures and structural response parameters through nonlinear dynamic analyses 
    Hancılar, Ufuk. (Thesis (Ph.D.)-Bogazici University.Kandilli Observatory and Earthquake Research Institute, 2009., 2009.)
  • Earthquake hazard and risk assessment for Turkey 
    Demircioğlu, Mine Betül. (Thesis (Ph.D.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2010., 2010.)
    Using a GIS-environment to present the results, seismic risk analysis is considered as a helpful tool to support the decision making for planning and prioritizing seismic retrofit intervention programs at large scale. The ...
  • Effect of near-field ground motions on displacement amplification spectra in inelastic seismic performance evaluation 
    Bülbül, Yunus Emre. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2011., 2011.)
    Behavior of the structures under near-field ground motions is different than behavior of the structures under far-field ground motions, in terms of strength demand or inelastic displacement demand, and therefore, design ...
  • Mitigation of earthquake induced geotechnical hazards using tire waste-sand mixtures 
    Adır, Korhan. (Thesis (M.S.) - Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2013., 2013.)
    Seismic Isolation Systems are among tools to achieve advanced earthquake-resistant designs, developed in last century. Commonly, the applications are seen in cases which it is aimed to stabilize structures considered to ...
  • Advance modelling and collapse risk estimation of a highway bridge 
    Görk, Serkan. (Thesis (M.S.) - Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2013., 2013.)
    In this study, collapse risk of a highway bridge is estimated analytically using advance mathematical model. The concentration of this study is on advance modeling of the bridge, including linear sticks of beams, nonlinear ...
  • Evaluating site effects for estimation of seismic ground response: a practical approach 
    Çetiner, Barbaros. (Thesis (M.S.) - Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2013., 2013.)
    Expansion of scientific methodologies to estimate the probable extents of ground motion effects in earthquake-prone areas is crucial for proper planning, investigation, and design of engineering structures. In this regard, ...
  • Collapse risk estimation of reinforced concrete buildings 
    Beyazoğlu, Tamer İzzet. (Thesis (M.S.) - Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2013., 2013.)
    In this study, collapse risks of five-storey RC frame buildings are estimated analytically using advance mathematical model. The concentration of this study is on advanced nonlinear analysis of the building including ...
  • Investigation of the seismic performance of reinforced highway embankments 
    Toksoy, Yasin Sait. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2014., 2014.)
    Embankments which are quite stable under static load conditions can simply collapse during earthquakes due to the destructive seismic loading. This situation poses a high sequence thread to the structural integrity of the ...
  • Development and verification of seismic capacity and ductility demand estimation procedures for coupled core wall systems 
    Vural, Eren. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2014., 2014.)
    Performance-based seismic design of tall buildings is of great importance as demands are increasing for incorporating structural safety in such challenging structures. Although a number of design guidelines and consensus ...
  • Alternate representations of dynamic properties and loading 
    Gülenç, Caner. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2014., 2014.)
    This study covers three main topics, which are directly related to dynamic behaviour of structures, namely, representation of mass, damping and loading. These three properties of equation of motion are generally represented ...
  • A method to calibrate analytical models of multi-story buildings from earthquake records 
    Kocakaplan, Sedef. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2014., 2014.)
    For multi-story buildings, the standard approach to develop analytical models from earthquake records is to match the modal characteristics (i.e., modal frequencies, damping ratios and mode shapes) of the model with those ...
  • Use of distinct element method in the assessment of earthquake behavior of masonry structures 
    Saygılı, Özden. (Thesis (Ph.D.)-Bogazici University.Kandilli Observatory and Earthquake Research Institute, 2014., 2014.)
    There are a number of masonry structures in Istanbul and in other cities of Turkey that suffered severe damage from earthquakes. As they will continue to get affected by the earthquakes, more research is needed to assess ...
  • Microzonation with respect to rainfall - induced landslides 
    İlhan, Okan. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2015., 2015.)
    Expansion of scientific methodologies to quantify the rainfall – induced hazard paves the way for constructing proper investigation of potential landslide in interested areas. In this context, a simple, concise but ...
  • Long-term dynamic response of Hagia Sophia in Istanbul to earthquakes and atmospheric conditions 
    Dar, Emrullah. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2015., 2015.)
    The effects of atmospheric factors on structural behavior have gained more importance due to climate change as result of global warming in recent years. In this thesis, the effects of ground motions and atmospheric variations ...

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