This paper reviews the research conducted on steel eccentrically braced frames (EBFs).
Both component level and system level responses for such braced frames are treated and …

In the present study, Eccentrically Braced Frames'(EBF) seismic behavior with single and
double shear panels is introduced. The numerical modeling is done by commercial FE …

In many earthquake prone regions in developing countries, substandard steel moment
resisting frame (SMRF) systems pose a profound danger to people and economy in the case …

This paper is aimed to investigate the interaction of flange and web slenderness ratio,
overstrength factor and also to improve the behavior of long links. Pursuant to these goals …

The reinforced concrete columns and steel beams (RCS) composite frames have received
popularity in low to moderate seismic regions due to advantages of the system. However …

The development of 3D technology has brought opportunities and challenges to the
footwear industry because people's living standards have been improving due to economic …

Owing to the relative uncertainty of previous numerical and experimental studies on the
behavior of short and very short shear links, this article considers the overstrength factor of …

In this research the seismic performance of eccentrically braced frames (EBF) with short
links using Chilean earthquakes is studied. The study includes nonlinear static and dynamic …

This paper relies on the finite element method to find the safe factor considering the
economical aspect to design members outside the short shear links with/without stiffeners …

An innovative passive energy damper is introduced and studied experimentally and
numerically. This damper is designed as the main plate for energy absorption which is …