Özet:

The energy consumption of the steel carrier structural systems under horizontal loads and the elastic transversal behavior under these loads can vary depending on the cutting geometry of the steel cross elements connected to the system, the element length, the connection order within the frame eye. It is impossible to consider the over elastic behavior of the horizontal load carrier system independently of the over elastic behavior of the system’s steel cross elements. Therefore, the knowledge of the elastic transversal behavior of the steel cross elements is of particular importance. In this study, the aim of the elastic transversal behavior of the steel cross elements is to be reliably and realisticly modeled; the pressure element isolated from the frame system and the cross wire element linked to the frame center have been tried to be investigated by dealing with.  In the study, cross-elements were modeled by dividing the cutting geometry into cell elements, using the spread plasticity theory and the force-based frame element approach. The link with the frame elamine of the cross element; the element that shows elastic transversal behavior at the cross ends of the joint plate is based on three different situations based on the admission that the joint plate cannot be modeled at the cross ends of the joint plate and the mafsal element that can be turned outside the flat plate. The results of the modeling were obtained taking into account the values of the single pressure element under the static push and the circuit load and the reverse V center cross frame system under the single mode push load.

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