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. 2013 Nov 6;8(11):e78569. doi: 10.1371/journal.pone.0078569

Figure 6. Frequency-dependent dynamic structural stiffness κ (A), dynamic elastic modulus E, (B) and damping capacity D (C) in control and 21d HySu PAs.

Figure 6

N  =  5 per group. Means ± Standard Errors. * p<0.05 vs. control.