Research Article
Evaluation of Simplified Analysis Procedures for a High-Rise Reinforced Concrete Core Wall Structure
Figure 6
Evaluation seismic demands by MPA and MMPA 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) |