Browsing Deprem Mühendisliği by Issue Date

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  • 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. ...
  • Determination of earthquake performance of Süleymaniye Mosque 
    Kaya, Samiye Mircan. (Thesis (M.S.) - Bogazici University. Kandilli Observatory and Earthquake Research Institute, 1999., 1999.)
    Built between 1549-1557 by the great Turkish architect Mimar Sinan and named after the legendary Ottoman Emperor Siileyman the Magnificient, the Siileymaniye Mosque is considered to be the masterpiece of the Ottoman ...
  • 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 ...
  • 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 pile groups 
    Beker, Hüseyin Afşin. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2003., 2003.)
    In certain regions of the country, designing deep foundations to withstand seismic loading is a reality. Seismic loading of structures and foundations reach a critical state as the laterally applied force increases. ...
  • 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 ...
  • Seismic performance evaluation of public school buildings in İstanbul metropolitan area 
    Ekser, Burç. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2005., 2005.)
    Earthquake resistance of school buildings deserves special attention with respect to seismic safety because of their occupancy characteristics and their importance to immediate and long-term earthquake disaster relief and ...
  • Investigation of failure modes and mechanisms of Alibey Earth Dam by solid-fluid coupled nonlinear dynamic finite element simulation 
    Parker, Ahmet Alper. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2006., 2006.)
    In this study, earthquake resistance of Alibey Earth Dam was investigated. Darn was modeled with four node plane-strain finite elements and displacement-pore pressure coupled finite element analyses were performed. Nonlinear ...
  • 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) ...
  • Shake table tests of a 1/4 scaled mass concentric three storey steel structure isolated by a hybrid passive control system 
    Yenidoğan, H. Cem. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2007., 2007.)
    Objective of this study is to investigate the effectiveness of a hybrid isolation system for a three-storey mass concentric steel structure. The isolation system consists of 2 elastomeric bearings and 4 flat sliding bearings, ...
  • Characterization of response spectra for near field conditions by earthquake ground motion simulation 
    Şeşetyan, Karin. (Thesis (Ph.D.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2007., 2007.)
    Strong ground motion estimation tools such as empirical ground motion prediction equations rely mostly on recorded data. Good quality strong motion data became available mostly in recent years and are still sparse for near ...
  • 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 strengthening of existing RC frame buildings by steel panels 
    Sezer, Başak. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2008., 2008.)
    Every major earthquake in Turkey causes a large number of building suffer moderate damage due to poor construction. If a proper and fast retrofit is not applied, the aftershocks, which may sometimes come days or weeks after ...
  • 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 ...
  • A seismic vulnerability analysis procedure for urban loss assessment 
    Tüzün, Cüneyt. (Thesis (Ph.D.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2008., 2008.)
    The assessment of seismic vulnerability of buildings in seismically active urban areas is of great importance in terms of engineering, economical and social aspects. In this study an analytical procedure has been developed ...
  • 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 ...
  • Strong motion simulation by empirical green's function method for Bursa Armutlu peninsula 
    Savaş, Neval. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2008., 2008.)
    According to results of time dependent probabilistic hazard assessments, The fault segment extending between Gemlik-Bandirma and segment passing through the southern part of Iznik Lake have potentials of producing a magnitude ...
  • Re-evaluation of earthquake performance and strengthening alternatives of Hagia Sophia 
    Kırlangıç, Ahmet Serhan. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2008., 2008.)
    Static and dynamic linear analyses were carried out to evaluate the structural behaviour of and to propose strengthening strategies for Hagia Sophia. A Finite Element model of the structure was used for this purpose. While ...
  • 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 ...

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