Soil-Structure Interaction Analysis of 300m Tall Reinforced Concrete Chimney with Piled Raft and Annular Raft under Along-Wind Load

Figure 4

Contour of lateral deflection of chimney with (a) rigid base (b) flexible base (case I, 𝐷_𝑜/𝑡=22.5, soil type S1).

(a)

(b)