Shock and Vibration

Research Article

Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity

Table 11

Maximum earthquake tensile stresses of the 210 m high chimney considering vertical eccentricities.
HighSerial number
1234567891011MeanStandard deviation
5−10.262−4.948−8.135−10.034−2.895−8.930−3.943−7.722−5.298−6.667−6.588−6.8572.424
15−10.435−4.938−7.568−11.181−2.919−9.723−4.201−8.217−5.552−6.907−6.881−7.1382.630
25−10.935−4.554−6.246−12.106−3.241−10.269−4.221−8.691−6.122−6.946−7.151−7.3172.884
35−10.553−4.145−6.472−11.522−3.273−10.373−3.642−8.527−5.875−6.486−7.779−7.1502.868
45−10.408−4.240−7.468−9.756−4.018−9.579−3.551−7.277−4.746−5.330−8.867−6.8402.562
55−11.024−4.832−8.860−10.900−4.600−8.365−3.709−6.914−4.711−5.920−9.001−7.1672.610
65−10.567−5.284−9.795−11.400−4.375−6.960−3.870−7.157−4.987−6.342−8.445−7.1982.563
75−9.261−5.017−10.066−11.198−4.483−5.807−3.879−7.801−5.100−6.042−9.195−7.0772.520
85−13.145−4.857−9.754−14.902−4.693−8.210−4.959−7.609−6.291−8.202−9.445−8.3703.332
95−16.522−6.118−12.903−17.681−4.622−11.390−5.345−9.800−7.187−10.105−10.256−10.1754.304
105−17.546−7.618−15.135−17.703−5.666−14.323−6.034−12.327−8.284−10.474−11.492−11.5094.327
115−20.278−8.779−15.214−17.611−6.720−16.912−6.769−15.784−8.848−10.066−12.580−12.6874.725
125−22.597−9.647−15.636−19.295−6.777−19.980−7.368−18.825−9.581−9.736−15.350−14.0725.641
135−24.483−10.272−15.168−25.018−7.579−22.450−8.291−19.846−11.195−12.573−16.906−15.7986.393
145−22.866−9.103−16.355−25.713−5.767−22.516−8.095−17.358−14.228−14.451−15.153−15.6006.365
155−20.992−9.940−20.354−25.657−5.673−22.139−8.594−16.513−15.972−14.672−14.746−15.9326.137
165−19.689−11.736−21.039−25.636−7.114−20.421−9.126−15.506−15.183−13.670−12.456−15.5985.594
175−17.762−11.194−21.276−21.932−6.327−16.354−8.317−13.811−12.043−11.622−13.407−14.0044.944
185−13.414−8.601−17.871−15.897−6.273−11.122−6.563−10.575−8.266−8.356−12.082−10.8203.745
195−7.845−4.509−10.141−8.223−4.973−5.357−3.606−5.460−4.672−4.489−7.163−6.0402.015
205−1.591−0.770−1.794−1.524−1.424−0.845−0.694−0.972−0.819−0.753−1.387−1.1430.403