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

Figure 14

Evaluation of shear and moment demands of stiffness-modified RSA procedure with Modified 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)

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(d)