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Browsing Kandilli Rasathanesi ve Deprem Araştırma Enstitüsü by Author "Aydınoğlu, M. Nuray."

Browsing Kandilli Rasathanesi ve Deprem Araştırma Enstitüsü by Author "Aydınoğlu, M. Nuray."

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  • 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 ...
  • 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 ...
  • 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 ...
  • Deformation based seismic design of pile supported marine facilities 
    Polat, Şamil Şeref. (Thesis (Ph.D.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2008., 2008.)
    Pile supported marine structures with batter piles comprise a considerable share in the modern marine structure stock built in seismic zones. Their stiff nature offers significant advantages to structural engineers in ...
  • 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 ...
  • Dynamic shear amplification in seismic response of structural wall systems 
    Celep, Umut Utku. (Thesis (Ph.D.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2008., 2008.)
    Previous research indicates that, shear force demand in yielding walls are not proportional to the design moments calculated by code procedures and higher shear force demands develop along the wall with respect to code ...
  • Evaluation of practice-oriented nonlinear analysis methods for seismic performance assessment 
    Önem, Göktürk. (Thesis (Ph.D.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2008., 2008.)
    In the last decade, nonlinear static analyses based on pushover analysis have been developed as a simplified nonlinear analysis tool within the context of performance based design approach (ATC 40 and FEMA 356). Since ...
  • Influence of modeling parameters on seismic response of steel moment resisting frames 
    Gündüz, Ahmet Suat. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2003., 2003.)
    The purpose of this work is to identify the building response to variations in modeling parameters and assumptions for the steel mid-rise buildings. The behavior and response of 9-story building in Los Angeles are studied. ...
  • 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 evaluation of dual reinforced concrete systems design according to Turkish seismic code, 2007 
    Kârcı, E. Yeşim. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2007., 2007.)
    The aim of this study is to investigate the dual reinforced concrete frame systems of mixed ductility level which are described in Turkish Seismic Code, 2007, (TSC '07) by using Nonlinear Static Analysis (Pushover Analysis) ...
  • 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 ...
  • 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 ...
  • Strain based performance evaluation charts for rectangular reinforced concrete columns in nonlinear analysis of structures 
    Şadan, Oğuz Bahadır. (Thesis (M.S.)- Bogazici University. Kandilli Observatory and Eartquake Research Institute, 2005., 2005.)
    Several methods and criterion are being used recently in determination of the deformations occurred in structural elements of a building and performance evaluation of these structural elements under earthquake motion using ...

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