M.Sc. Tezi Görüntüleme
In this study, the historical development of prefabricated structures, fields of application and the systems and parts that are used in these structures are studied, in the light of this information a prefabricated closed sport hall structure is investigated in point of their behaviour of storey deflections of new load carrying systems reinforced with shear walls and diagonal steels, in order to get the stability under horizontal loads.This study comprises of three parts:
In the first part, general information about the historical development of prefabricated structures and applied systems and union details, and calculation principles of prefabricated systems are given, the reasons and solution suggestions of damages occured in earthquakes on prefabricated structures are studied.In the second part, four systems with shear walls and steel diagonals that are produced from hinge jointed prefabricated closed sport hall is evaluated with Equivalent Earthquake Load Analysis. The eartquake load that comes to structure and the storey level of proposed systems is calculated, the deflections of storeys under these loads are determined with Equivalent Earthquake Load Method.
In the third part, in the direction of all examinations and evaluations, the results of this study is put forward.
Key Words: Prefabrication, Prefabricated members, Prefabricated systems, Prefabricated unions, Equivalent Earthquake Load