Short links that primarily yield under shear are usually preferred in eccentrically braced
frames (EBFs) due to their high rotation and energy dissipation capacities. Long links that …

Incremental dynamic analysis and nonlinear static pushover analysis are carried out on a
performance-based design to determine the seismic demands and capacities of an elliptic …

This paper presents the experimental and numerical studies conducted on a steel column
and a steel frame structure using free vibration analysis. The effects of damages on …

The most important feature of the behavior factor is that it allows the structural designer to be
able to evaluate the structural seismic demand, using an elastic analysis, based on force …

Direct displacement-based design (DDBD) method is known as an effective performance-
based design approach. Although this design method is theoretically stronger than force …

Perimeter diagrid concrete core (PDCC) is a structural system used for high-rise building
applications. Quantifying their seismic safety is of interest to owners and decision makers …

Betonarme yapılarda deprem etkilerine karşı betonarme perdeler kullanılırken, çelik
yapılarda ise çelik çaprazlar tercih edilmektedir. Çelik çaprazlar yatay yükler altında yapının …

Recently, the elliptic-braced moment resisting frame (ELBRF) which is a new lateral bracing
system installed in the middle bay of the frame in the facade of buildings is introduced. This …

Behavior factor of the structures is a coefficient that includes the inelastic performance of the
structure and indicates the hidden resistance of the structure in the inelastic stage. In most …

The aim of this study is to compare direct displacement-based design (DDBD) and
performance-based plastic design (PBPD) in order to identify more effective design …