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Browsing by Subject "Earthquake resistant design."

Browsing by Subject "Earthquake resistant design."

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  • 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 ...
  • Comparison and evaluation of the current building codes for earthquake resistant steel structures 
    Başaran, Mustafa Kürşat. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2009., 2009.)
    In the last years, earthquake design of structures becomes an important phenomenon due to the disastrous earthquakes. Accurate modeling of the seismic action is really important to observe the real behaviour of the structure ...
  • 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 ...
  • Development of Peak Ground Acceleration (PGA) based pre-code reinforced concrete frame building fragilities for Istanbul 
    Dolağan, İpek. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2019., 2019.)
    An important portion of pre-code building stock in Istanbul runs significant earthquake risk. Given a building class, the uncontrolled construction of pre-code buildings in the past leads to a considerable model variability ...
  • Earthquake effects on historical masonry buildings in Üsküdar 
    Temel, Orçun Nazım. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2006., 2006.)
    The purpose of this study is, identifying historical masonry structures in Üsküdar area and according to the known information about their history, revealing the damages occurred from the previous earthquakes. For this ...
  • Evaluation of a simple method for the preliminary design of low-to-medium rise reinforced concrete structures 
    Akalp, Selahattin. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2015., 2015.)
    A simple method is evaluated in this study for suitability to the preliminary design of low-to-medium rise reinforced concrete building-type structures without significant irregularity problems. The method discussed herein, ...
  • 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 ...
  • Experimental evaluation of the lateral load behavior of squat structural walls 
    Terzioğlu, Tevfik. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2011., 2011.)
    This experimental study investigates the lateral load and deformation capacity of low-rise (squat) reinforced concrete structural walls designed to resist seismic actions. An experimental program was conducted to assess ...
  • 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. ...
  • Pre-disaster planning of mitigation, response and recovery decisions: case of a possible earthquake in İstanbul 
    Oğuz, Murat. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2012., 2012.)
    Over the past three decades, increasing natural disaster losses have raised the importance of emergency management. In this respect, an optimization model is constructed in order to analyze the probable results of an ...
  • Response modification factors for concentrically braced steel frames 
    Odabaşı, Bülent Özgür. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2006., 2006.)
    The verification of the response modification factors (R) for concentrically inverted- V and X-braced 2D steel frames (for which there is no distinction for the R values in TEC- 2006) is the scope of this study. In this ...
  • Seismic design of steel structures 
    Köse, İsmail. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1996., 1996.)
    One of the most important disasters that humanity suffered throughout the history is earthquake. Although it is impossible to overcome earthquake, protection from its harms is possible by taking some precautions. Structural ...
  • 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 two-storey moment-resisting pre-cast concrete industrial structures 
    Kulaksizoğlu, Ahmet Ata. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2011., 2011.)
    Turkey, as a country with majority of its soil prone to high seismic risk, did not only suffer from earthquakes in terms of life casualties, but it also suffered economically. Many industrial structures have been subjected ...
  • Seismic response of concentrically braced steel frames with INERD (Innovative energy dissipative) connections 
    Saydam, Duygu. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2006., 2006.)
    Concentrically braced frames are capable of undertaking the drift problems with economical solutions under sligth and moderate earthquakes. However, this type of frames are known to have limited ductility capacity under ...
  • Seismic retrofitting of R/C frames with deficient lap splices 
    Kaya, Serap Altın. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2009., 2009.)
    Many of the existing reinforced concrete frame buildings in use today may not have adequate seismic resistance due to detailing deficiencies including inadequate anchorage of longitudinal reinforcement, inadequate lap ...
  • 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, ...
  • Vibration isolation concept in aseismic design of structures 
    Çivi, Ahmet. (Thesis (Ph.D.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985., 1985.)
    The phi losophy of conventional design principles is reviewed for earthquake resistant structures. It is emphasized that in order to achieve a higher degree of rei iabil ity and also to prevent the occurence of any cracking ...

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