Browsing M.S. Theses by Title

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  • 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 ...
  • Relocation of earthquakes in the Slat Lake region using the Hypocentroidal Decomposition (HDC) method 
    Sakarya, Burak. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2017., 2017.)
    Central Anatolia is a relatively stable region unlike the other regions under the influence of major tectonic regimes in Turkey. For that reason, the number of seismic instruments installed by regional earthquake monitoring ...
  • Scalar and vector probabilistic seismic risk assessment procedures and their implementation for a simplified mid-rise RC tunnel from building 
    Curic, Haris. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2021., 2021.)
    This thesis implements various scalar and vector methods of probabilistic seismic risk assessment. Methods implemented differ by type of scaling and selection of ground motion records as well as by primary scalar intensity ...
  • 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 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. ...
  • 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 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 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 ...
  • 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 ...
  • 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 ...
  • 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, ...
  • 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 ...
  • 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 ...
  • 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 ...
  • The use of laser scanning in civil and earthquake engineering 
    Ercan, Tülay. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2017., 2017.)
    Laser scanning technology is one of the most e cient solutions for generating three-dimensional data. Besides its use in areas such as archaeology, biology, geology, architecture, it has been used for various purposes in ...
  • Time - dependent seismic hazard assessment for the north and east Anatolian faults 
    Koca, Cem. (Thesis (M.S.) - Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2022., 2022)
    Until now, many probabilistic seismic hazard assessment (PSHA) studies have been performed for Turkey. However, except in a limited number of cases, character istic fault source modeling was not used. Since the North and ...

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