Research on Vibration Reduction Design of Foundation with Entangled Metallic Wire Material under High Temperature

Figure 20

Acceleration admittance curve of steel foundation and composite foundation under different excitation points and temperatures. (a) 20°C, excitation point A; (b) 20°C, excitation point B; (c) 300°C, excitation point A; (d) 300°C, excitation point B.

(a)

(b)

(c)

(d)