Shock and Vibration

Research Article

Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity

Table 7

Maximum earthquake tensile stresses of the 150 m high chimney considering vertical eccentricities.
HighSerial number
1234567891011MeanStandard deviation
5−14.899−8.142−11.107−14.432−3.545−10.385−5.515−7.845−3.068−7.032−7.351−8.4843.918
15−14.643−8.224−9.130−15.498−3.170−11.141−6.012−8.139−2.637−7.093−7.417−8.4644.079
25−15.184−7.429−10.161−15.337−2.699−11.614−6.114−8.303−2.496−6.597−8.329−8.5694.290
35−16.726−6.233−10.023−14.233−2.904−9.964−5.454−7.328−2.928−5.911−8.414−8.1934.345
45−20.149−5.441−13.105−15.379−3.684−7.288−5.441−5.944−3.742−5.080−8.275−8.5025.371
55−23.087−5.802−14.819−17.339−3.907−7.209−6.053−6.328−4.228−4.772−9.252−9.3456.296
65−24.106−8.842−13.522−18.325−4.194−11.620−6.900−8.679−4.588−6.925−10.773−10.7706.021
75−23.367−11.458−17.079−20.100−5.300−16.431−8.021−11.427−5.875−10.037−11.643−12.7945.798
85−18.712−12.305−16.848−20.900−5.449−19.142−8.437−12.990−5.350−12.505−12.969−13.2375.330
95−23.568−15.257−17.401−22.463−5.488−20.761−9.536−14.479−5.326−13.449−12.741−14.5886.229
105−26.781−16.007−19.081−23.512−6.008−19.810−10.048−15.935−6.174−12.991−12.563−15.3566.669
115−26.059−13.898−24.943−22.161−7.670−16.399−9.067−14.409−6.982−11.603−10.365−14.8696.797
125−21.997−10.105−24.736−16.982−8.222−11.353−6.804−10.998−7.044−8.738−8.935−12.3566.136
135−12.284−5.071−15.064−8.473−5.732−5.321−3.660−5.796−4.293−4.246−4.992−6.8123.667
145−2.349−0.883−3.139−1.509−1.387−0.863−0.744−1.380−0.862−0.817−0.948−1.3530.757