Evaluation of Simplified Analysis Procedures for a High-Rise Reinforced Concrete Core Wall Structure

Figure 9

Modal peak shear and moment demands from the UMRHA procedure for MCE level ground motion. Modal peak shear of (a) 1^st and 2^nd modes; (b) 3^rd and 4^th modes. Modal peak moment of (c) 1^st and 2^nd modes; (d) 3^rd and 4^th modes.

(a)

(b)

(c)

(d)