Comparison of Two Mechanics-Based Methods for Simplified Structural Analysis in Vulnerability Assessment

Table 1

Geometrical properties of the central frame of the prototype building in Figure 3 designed to different proportions of lateral load (c).

Section	Depth^*/width (mm)
	𝑐=12.5%	𝑐=0%	𝑐=5%	𝑐=7.5%	𝑐=10%
Central beam	320/1300	370/1500	370/1800	420/1600	420/1900
Col P4
1st Fl	300/400	300/300	300/400	300/400	300/600
2nd Fl	300/300
3rd Fl
4th Fl
Col P5
1st Fl	700/300	600/300	900/300	800/400	800/400
2nd Fl	600/300
3rd Fl	400/300
4th Fl	300/300

^*The depth of the column is the section dimension in the x direction.