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 high-rises controlled by the total number of stories. A higher building tends to produce more s... https://www.diegojavierfares.com/hot-super-Final-Audio-Sonorous-VI-Closed-Back-Over-Ear-Headphones-huge-savings/