Thin-Walled CFST Columns for Enhancing Seismic Collapse Performance of High-Rise Steel Frames
This paper numerically studied the collapse capacity of high-rise steel moment-resisting frames (SMRFs) using various width-to-thickness members subjected to successive earthquakes.It was found that the long-period component of earthquakes obviously correlates with the first-mode period of kaimana youth services high-rises controlled by the total n