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

Figure 10

Comparison of modal shear MCE level demands of RSA, MMSP, MPA, and MMPA with that of the UMRHA procedure: (a) first mode; (b) second mode; (c) third mode; (d) fourth mode.

(a)

(b)

(c)

(d)