This paper presents the finite element (FE) predictions of the complete S235, S690, Q550D,
Q690D and Q890D steel grades steel sheet single-bolt shear connections shear-out …

This paper aims to evaluate seismic response modification factor, overall ductility factor, and
overstrength factor of ordinary moment steel frames with different concentrically bracing …

Shape memory alloys have just recently made their way into structural design, and through
studies have proved to be quite effective in increasing a structure's strength and …

In this study a number of seismic behavior factors (overall ductility, response modification,
and overstrength) of ordinary moment steel frames with viscoelastic bracing system were …

The recent influx of high magnitude earthquakes over the past few years create a scope of
study in the field of seismic protection and its value in safeguarding the structures like …