Eccentrically braced frames (EBFs) constitute a good structural solution located between
Moment Resisting Frames (MRFs) and Concentrically Braced Frames (CBFs) because they …

Based on the design concept of controllable seismic damage during earthquakes and rapid
functional recovery after earthquakes, a replaceable shear link with low-yield-point steel was …

Concentrically braced frame (CBF) systems are susceptible to buckling (which causes a
decrease in energy absorption), although this system has considerable lateral stiffness and …

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 …

Concentrically braced frames (CBFs) possess high stiffness and strength against lateral
loads; however, they suffer from low energy absorption capacity against seismic loads due …

Over the past few decades, concentrically braced frames (CBFs) have become a commonly
used load-resistant bearing system in steel structures. CBF systems have high lateral …

This research presents an enhanced restoring force model for shear link dampers along with
a machine learning-based approach to predict its hardening parameters. The conducted …

Although concentrically braced frames (CBFs) possess high lateral stiffness and strength,
the buckling of compressive members indicates that a system does not have appropriate …

Among the existing passive energy dampers, I-shaped shear dampers had shown suitable
performance in experimental and numerical studies. Although they improve the dissipating …

Many existing reinforced concrete buildings have been designed based on earlier codes of
practice that underestimated seismic forces, making them vulnerable to damage during …