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Shock and Vibration
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2018
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Article
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Tab 9
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Research Article
Parametric Study on Dynamic Response of FRP Masonry Structures under the Impacts of Debris Flow
Table 9
Maximum displacements (mm) elicited by the three models.
Node
Model
7
8
9
1
2.03
2.14
2.20
2
2.62
2.83
2.74
3
1.68
1.78
1.71
4
0.26
0.27
0.27