Research Article

Dynamic Behavior of Supported Structures from Free-Free Modal Tests Using Structural Dynamic Modification

Table 5

MAC between the experimental and the analytical mode shapes.

ModeStrong axis (X)Weak axis (Y)
12345123456

11.000.060.060.060.061.000.080.070.060.100.07
20.051.000.100.090.100.051.000.070.130.070.08
30.050.050.990.100.060.060.091.000.050.140.10
40.030.120.050.930.140.060.090.090.970.080.12
50.070.070.100.100.800.070.080.080.160.970.09
60.050.050.110.060.180.93