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Browsing M.S. Theses by Author "Aşkar Altay, Gülay."

Browsing M.S. Theses by Author "Aşkar Altay, Gülay."

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  • A recent challenge in structural steel design: progressive collapse 
    Ergüçlü, Erdem. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2013., 2013.)
    Progressive collapse is a structural design challenge which was discovered 45 years ago but gained awareness in recent years. It is defined by ASCE 7-05 as the spread of an initial local failure from element to element ...
  • Analysis of fire induced forces in steel design 
    Dündar, Uğur. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2013., 2013.)
    It is a very well know fact that fire may damage our structures. However, structures are not designed by taking into account its existance. Fire sourced additional loads on structures are neglected. Due to this reason, a ...
  • Behavior of reinforced earth structures under earthquakes 
    Kaya, Turgut. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2007., 2007.)
    This study is focused on presenting a literature review and evaluation of types and general concepts of all earth reinforcement structures, especially reinforced earth retaining walls with metallic strip reinforcements, ...
  • Behaviour of high - rise steel buildings under lateral loads effects 
    Gamari, Emir. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2015., 2015.)
    Design of high rise buildings is generally predicated on lateral forces like wind loads and earthquake loads. However high rise buildings are mostly reactive to dynamic oscillations due to wind loads because of having ...
  • 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 ...
  • Cyclic modeling of cold-formed steel structures with sheathed shear panels 
    Kültür, Süha. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2013., 2013.)
    The technology of cold-formed steel structures has been advanced and become one of the commonly used methods over time. However, the rate of application of the method has fallen short of the mark due to the designers have ...
  • Detailed assessment study and concept retrofit design of existing typical RC buildings in Turkey by eccentrically steel braced frames 
    Shahshenas, Rahman. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2009., 2009.)
    The seismic performance of selected typical exciting RC buildings in Turkey retrofitted by eccentric steel braces is investigated. Briefly, non-ductile reinforced concrete (RC) buildings have been classified into low-rise ...
  • Direct displacement based design of R/C structural walls 
    Bozer, Ali. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2003., 2003.)
    It is known that the conventional code based design has some drawbacks in estimating actual structure performance which stems from inconsistency between assumed force reduction factors and actual ductility demand as well ...
  • 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 ...
  • Experimental study on the behavior of a prestressed nineteen parallel wire strand (PWS) in suspension bridges under hydrocarbon pool fires 
    İldan, Kerem Bulut. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2018., 2018.)
    Modern suspension bridges are constructed by increasing use of high perfor mance tension members in which parallel wire strand (PWS) type, has been used as a suspender (hanger) cable for long-span suspension bridges. The ...
  • Free vibration analysis of a non-uniform free-ended beam with weighted residual methods 
    Peköz, Zeynep Çiğdem. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2005., 2005.)
    In this study the transverse vibration of a non-uniform free-ended beam is analyzedby solving its governing differential equation based on Euler-Bernoulli Theory withweighted residual methods as approximate methods. First, ...
  • Influence of bracing elements on the seismic response of multistorey frames 
    Çeribaşı, Seyit. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2001., 2001.)
    The aim of this study is to deal with the influence of energy dissipation devices (braces) on the seismic response of multistorey frames. A base frame and five retrofitted frames are designed. Behavior of the original and ...
  • Integration of actual behavior of fixed connections to the design of steel structures 
    Tanış, Burak. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2014., 2014.)
    Unexpected failure of fully welded steel beam to column connections during the 1994 Northridge Earthquake has led the engineering community to study new design methods against seismic action of steel buildings. Semi-rigid ...
  • Logistics in computer integrated construction framework 
    Akbaş, Ragıp. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Sciences and Engineering, 1997., 1997.)
    Infonnation technology implementation in construction witnessed maj or progress in recent years. Hardware and software technology improvements allowed computer use in most of the companies. However there is still much to ...
  • Modeling and analysis of the historical masonry structures 
    Şen, Betül. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2006., 2006.)
    The modeling and the analysis of the historical masonry structures are difficult and complex tasks. Modeling and analysis procedures can be adequately carried out provided that deep knowledge is collected about the history ...
  • Nonlinear analysis and retrofit strategy selection of a historical reinforced concrete building according to Turkish Earthquake Code 2007 
    Kılıç, İsmail Emrah. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2008., 2008.)
    The necessity of estimating the actual nonlinear behavior of the buildings during the seismic activity leads to a new earthquake code in Turkey. A new procedure, to evaluate seismic performance levels of the existing ...
  • Parametric finite element analysis of steel beams subjected to lateral torsional buckling 
    Şengül, Tuğkan. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 2014., 2014.)
    Lateral torsional buckling is a failure criteria for beams in exure. The AISC de nes lateral torsional buckling as the buckling mode of a exural member involving de ection normal to the plane of bending occurring ...
  • Probabilistic earthquake response analysis of single degree of freedom structures 
    Tekin, Gülçin. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2010., 2010.)
    For evaluation of seismic safety of structures, estimation of peak response values has an important role, since the main principle is comparing the capacity of the structure and the demand from exposed strong ground motion. ...
  • Quality management in the Turkish construction industry 
    Şanlılar, Teymur. (Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1998., 1998.)
    A detailed survey is conducted with Turkish construction firms to gather information about construction industry and quality management procedures. The questions in the questionnaire are prepared to have complete information ...
  • Response midification factors for moment resisting and eccentrically braced steel frames 
    Demir, Aydın. (Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2006., 2006.)
    The verification of the response modification factors (R) (which are assigned to be the same in TEC-2006) for moment resisting and eccentrically braced 2D steel frames is the scope of this study. In this thesis, response ...

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