Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity

Figure 7

Spatial distributions of maximum earthquake normal stresses at different cross sections of the 150 m high chimney under four earthquake wave actions: (a) Landers wave (No. 1 in Table 1); (b) Loma Prieta wave (No. 2); (c) Borrego wave (No. 3); (d) Chichi wave (No. 4).

(a)

(b)

(c)

(d)