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

Figure 5

Evaluation of seismic demands by the RSA procedure and MMSP with the NLRHA procedure for ground motion HM: (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)