Shock and Vibration

Research Article

Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity

Table 12

Maximum earthquake tensile stresses of the 210 m high chimney ignoring vertical eccentricities.
HighSerial number
1234567891011MeanStandard deviation
5−7.404−4.719−8.533−8.527−3.335−8.004−3.635−7.965−6.483−5.570−7.629−6.5281.923
15−7.867−4.672−7.619−9.499−3.416−8.788−3.696−8.663−6.613−6.051−7.548−6.7672.080
25−8.776−4.683−8.208−10.373−3.163−9.459−3.540−9.161−6.331−6.333−6.843−6.9882.443
35−9.086−4.199−8.700−10.468−3.866−9.371−3.766−8.596−5.128−6.099−7.874−7.0142.463
45−8.183−4.540−7.346−9.431−4.291−8.534−4.033−7.092−4.514−5.405−8.582−6.5412.022
55−7.768−5.168−8.978−8.164−4.662−7.902−4.170−6.826−4.667−5.156−9.280−6.6131.895
65−8.262−5.869−8.851−9.653−4.784−7.242−4.073−7.791−5.180−5.147−9.472−6.9392.008
75−8.876−5.860−9.759−10.681−4.735−6.168−3.488−8.404−5.163−4.789−9.311−7.0212.444
85−9.957−5.203−10.615−12.112−5.577−8.535−3.543−10.392−6.100−6.789−8.921−7.9772.703
95−11.990−6.905−12.809−13.458−5.783−11.466−4.556−12.103−7.473−8.771−9.768−9.5533.052
105−13.475−8.542−13.539−14.303−6.060−13.615−5.865−12.736−8.416−9.708−11.819−10.7343.137
115−14.847−9.219−14.785−14.387−6.629−15.528−7.442−12.490−8.892−9.946−13.041−11.5643.232
125−16.430−10.839−14.144−16.638−7.599−17.232−8.242−15.041−11.332−11.355−15.373−13.1113.404
135−17.538−10.834−18.645−19.642−6.946−20.560−7.990−17.535−13.396−13.107−15.292−14.6804.638
145−16.080−8.417−21.186−20.686−6.343−20.739−7.896−19.356−13.220−13.720−12.230−14.5345.500
155−18.273−9.907−21.025−21.991−5.937−19.264−8.263−19.261−14.030−12.955−13.363−14.9335.417
165−18.640−11.394−23.870−20.157−6.959−17.581−8.305−17.337−13.363−11.784−15.212−14.9645.159
175−15.885−11.241−21.453−15.522−7.398−14.219−7.484−14.848−11.109−9.557−15.198−13.0834.197
185−11.686−8.918−19.105−12.072−6.373−10.024−5.830−10.987−8.906−6.633−12.945−10.3163.779
195−7.186−5.468−13.557−7.196−5.199−5.307−3.738−6.277−5.492−3.635−8.202−6.4782.734
205−2.180−1.625−4.540−2.291−2.251−1.383−1.265−2.016−1.692−1.025−2.601−2.0790.950