The Performance of Resistance Progressive Collapse Analysis for High-Rise Frame-Shear Structure Based on OpenSees

Figure 10

Removal of central shear wall in building: (a) 10-story model; (b) 15-story model; (c) 10-story model of the 8-degree seismic design; (a)–(c) vertical displacement of the joint at the top of the removed column on the th-story.

(a)

(b)

(c)