Research Article
Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity
Figure 11
Spatial distributions of maximum earthquake normal stresses at different cross sections for the 150 m high chimney under two types of seismic load applied for each of the four earthquake wave actions: (a) Landers wave (No. 1); (b) Loma Prieta wave (No. 2); (c) Borrego wave (No. 3); (d) Chichi wave (No. 4).
(a) |
(b) |
(c) |
(d) |