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Radial variations of vibrational properties of three tropical woods

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Figure

Table 1. Specifi c gravity and weight fraction of components of the species studied
Table 2. Numbers of tested specimens in free–free fl exural vibration tests for each group
Fig. 3. Comparison of dynamic modulus (damping coeffi cient (tan vibrational properties, a specifi c E′/ρ) and b δ), among the three species studied
Fig. 4. Radial trends of vibrational properties E′
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