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Shock and Vibration
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2019
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Article
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Tab 9
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Research Article
Research on Dynamic Response of Concrete-Filled Steel Tube Columns Confined with FRP under Blast Loading
Table 9
Conversion coefficients of the system.
Load and support condition
Stage
K
L
K
M
K
LM
Elastic
0.53
0.41
0.77
Elastic-plastic
0.64
0.50
0.78
Plastic
0.50
0.33
0.66