Research Article

Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity

Table 10

Maximum earthquake compressive stresses of the 210 m high chimney ignoring vertical eccentricities.

HighSerial number
1234567891011MeanStandard deviation

57.9134.72610.2789.0453.2977.8853.3258.3245.6915.5566.6906.6122.301
158.4914.6138.6329.5913.1928.6443.5758.6935.5345.8586.6746.6812.270
258.9284.2957.0739.8213.2509.2913.5948.5926.2736.0196.9226.7332.306
359.2364.3887.8359.1723.7029.1053.6287.7556.3115.9578.0866.8342.166
459.1854.8577.1097.9234.5158.1913.8856.7495.2975.5499.0946.5781.871
559.4005.4567.8238.9874.9937.6634.0806.9354.7545.1109.6306.8032.022
659.1316.0719.3559.7904.6146.8734.0197.9685.3055.1439.2567.0482.137
759.0855.87511.35710.9015.0455.8853.4449.2615.2585.0049.8667.3622.765
859.8045.43711.26111.8235.1108.6554.13310.7706.1236.6909.6798.1352.726
9510.6525.79312.13214.1505.42011.5244.77812.7357.3468.40610.0929.3663.211
10513.1077.55513.79914.7156.19113.5935.76413.2248.9688.99211.90210.7103.289
11515.3888.61114.68614.1266.46715.2607.15912.6099.6259.46213.76911.5603.359
12516.88710.17115.81616.0687.34117.3377.95813.6719.50910.76115.44412.8153.741
13517.43910.28816.44818.5117.16219.9327.98717.36712.78513.28916.81814.3664.357
14516.3288.88720.18119.8436.13220.1166.91219.53814.79214.44613.97214.6505.294
15514.93510.85623.42119.6066.66818.9877.16619.46215.09614.09713.78514.9165.274
16514.95911.99123.22218.4007.42916.6117.16118.44514.25812.32114.31914.4654.759
17512.91511.17420.72915.9536.91413.0736.39314.98411.8789.97014.32212.5734.082
18511.3889.18619.86212.1267.6829.2825.61811.7929.4357.43512.89110.6093.793
1957.7525.57713.8116.9226.4825.0343.6817.0455.4084.2878.2326.7482.736
2052.5731.6004.5601.8972.4341.3491.1892.3271.4911.2402.4382.1000.967