Seismic Performance Evaluation of Modern Bare and Masonry-Infilled RC SMRF Structures

<div>Maximum interstory drift envelope of test models for increasing input excitation. (a) Interstory drift demand under NR1. (b) Interstory drift demand under NR2.</div>

Advances in Civil Engineering

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Figure 10

Figure 10: Seismic Performance Evaluation of Modern Bare and Masonry-Infilled RC SMRF Structures 