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Shock and Vibration
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2018
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Article
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Fig 17
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Research Article
Seismic Response of Plan-Asymmetric Structures with Diaphragm Flexibility
Figure 17
The mean of maximum ductility demands of walls in asymmetric structures: (a) DBE earthquake (0.35 g) and (b) MCE earthquake (0.70 g).
(a)
(b)