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

Figure 13

Evaluation of shear and moment demands of the modified RSA procedure with RSA, MPA, and NLRHA procedures for ground motion HM for both DBE and MCE levels: (a) shear at DBE level; (b) shear at MCE level; (c) bending moment at DBE level; (d) bending moment at MCE level.

(a)

(b)

(c)

(d)