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Shock and Vibration
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2018
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Article
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Tab 11
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Research Article
Parametric Study on Dynamic Response of FRP Masonry Structures under the Impacts of Debris Flow
Table 11
Maximum displacements (mm) elicited by the two models.
Node
Model
10
11
1
2.03
1.34
2
2.02
1.57
3
1.58
1.16
4
0.32
0.18