Shock and Vibration

Research Article

Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity

Table 16

Maximum earthquake tensile stresses of the 210 m high chimney when only horizontal seismic acceleration is inputted.
HighSerial number
1234567891011MeanStandard deviation
5−9.499−3.914−8.402−10.528−2.271−8.311−3.147−6.884−5.485−5.603−6.195−6.3852.643
15−10.088−3.759−7.888−11.120−2.170−9.016−3.276−7.374−5.517−5.617−5.575−6.4912.872
25−10.735−3.268−6.696−12.154−2.343−9.816−3.359−8.020−5.630−5.495−6.296−6.7103.196
35−9.917−3.148−6.027−11.745−2.324−9.532−2.986−7.852−5.311−5.431−7.037−6.4833.071
45−9.763−3.035−6.814−9.538−3.218−7.901−3.112−7.034−4.432−4.657−8.188−6.1542.563
55−9.887−3.853−8.522−9.456−3.515−6.972−3.159−6.434−4.759−4.555−8.436−6.3232.486
65−9.276−4.106−8.968−10.471−3.061−6.145−3.460−7.597−5.049−4.824−8.064−6.4572.550
75−8.813−4.006−9.201−10.360−3.433−5.116−3.316−8.168−5.097−4.562−8.403−6.4072.593
85−11.696−3.733−9.048−13.089−3.214−7.460−4.127−7.880−6.340−6.498−9.220−7.4823.172
95−15.283−5.286−12.218−16.060−3.427−10.971−4.632−9.692−7.143−8.267−10.285−9.3884.147
105−17.060−6.333−14.403−16.566−4.330−13.582−5.322−11.064−8.223−8.519−10.820−10.5664.430
115−19.059−6.495−14.769−16.340−5.136−15.559−5.968−14.179−8.929−7.669−12.054−11.4694.823
125−21.359−7.756−15.261−20.501−5.311−17.463−6.259−17.193−9.471−8.103−13.228−12.9005.807
135−21.802−8.174−15.876−26.142−5.335−20.549−7.745−18.417−11.458−11.799−13.529−14.6216.555
145−19.722−7.568−15.281−26.594−4.215−21.400−7.706−16.488−13.112−13.520−12.850−14.4056.567
155−18.995−9.012−19.516−23.940−4.076−21.179−8.472−16.200−15.026−13.612−12.953−14.8165.995
165−18.022−10.638−21.577−22.969−5.468−19.116−8.724−16.437−14.438−12.906−11.733−14.7305.466
175−16.832−10.263−21.403−20.010−5.569−15.119−7.902−14.741−11.533−11.518−11.998−13.3534.844
185−13.024−7.875−17.879−14.764−5.138−10.190−5.783−11.224−8.565−8.835−10.257−10.3213.791
195−6.944−4.092−10.140−7.591−4.379−4.781−3.151−5.887−4.848−4.741−5.925−5.6801.956
205−1.261−0.689−1.797−1.221−1.265−0.696−0.591−1.091−0.865−0.805−1.125−1.0370.353