Research Article
Evaluation of Simplified Analysis Procedures for a High-Rise Reinforced Concrete Core Wall Structure
Figure 8
Comparison of peak shear and peak moment demands between UMRHA and NLRHA procedures for both DBE and MCE levels 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.
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