Browsing Deprem Mühendisliği by Title

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  • New techniques in dynamıc analysis of structures: Spectral element method, travelling wave method and enenrgy flux 
    Çağlar, Nilgün Merve. (Thesis (Ph.D.)-Bogazici University.Kandilli Observatory and Earthquake Research Institute, 2018., 2018.)
    The Spectral Element Method (SEM), Travelling Wave Method (TWM), and the Energy Flux are robust techniques to calculate the dynamic response of the structures, which are all based on the exact solution of the governing ...
  • 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 ...
  • Numerical modelling of ground motions in Eskişehir basın 
    Akpunar, Lütfü İhsan. (Thesis (M.S.) - Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2022., 2022)
    Eskişehir basin is located at the boundary of central and western Anatolia tectonic regions. Between two active faults it extends in EW direction with two open ends. So far deep velocity structure of the basin has not been ...
  • PGV based no-code mid-rise reinforced concrete frame-type building fragilities in İstanbul 
    Duran, Halil İbrahim. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2020., 2020.)
    16 building models representing a building stock in the Zeytinburnu District in İstanbul that includes approximately 800 mid-rise reinforced concrete (RC) frame buildings are used to develop PGV based fragility models that ...
  • Pipeline damage assessment through Monte Carlo simulation 
    Bingöl, Ali Osman. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2021., 2021.)
    Earthquakes are one of the most catastrophic events among all the disasters. They affect societies in many aspects including life losses and economic losses. Besides the life losses, a lot of people get injured and become ...
  • 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. ...
  • 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 ...
  • Response analysis and damage mitigation of buried continuous pipes subjected to faulting actions 
    Perdibuka, Dardan. (Thesis (Ph.D.)-Bogazici University.Kandilli Observatory and Earthquake Research Institute, 2022., 2022)
    Buried continuous steel pipelines are critical lifelines failure of which under fault rupture incidents may lead to significant and deteriorating environmental and socio economic outcomes. Proper understanding and estimation ...
  • 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, ...
  • 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 ...

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