Research Article
Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity
Table 15
Maximum earthquake compressive stresses of the 210 m high chimney when only horizontal seismic acceleration is inputted.
| High | Serial number | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | Mean | Standard deviation |
| 5 | 8.481 | 4.199 | 8.705 | 10.156 | 2.007 | 9.332 | 3.272 | 7.522 | 5.873 | 6.495 | 6.213 | 6.569 | 2.599 | 15 | 8.901 | 4.019 | 8.216 | 10.622 | 2.225 | 10.012 | 3.285 | 8.055 | 5.978 | 6.514 | 5.906 | 6.703 | 2.746 | 25 | 9.582 | 3.469 | 7.243 | 10.684 | 2.446 | 10.362 | 3.266 | 8.297 | 5.919 | 6.143 | 5.912 | 6.666 | 2.869 | 35 | 10.568 | 3.052 | 6.345 | 9.797 | 2.526 | 9.397 | 2.767 | 7.913 | 5.484 | 5.128 | 6.954 | 6.357 | 2.870 | 45 | 9.972 | 3.302 | 6.902 | 8.454 | 3.223 | 7.488 | 2.873 | 7.388 | 4.133 | 4.051 | 7.458 | 5.931 | 2.467 | 55 | 10.485 | 3.886 | 8.502 | 9.475 | 3.529 | 7.237 | 3.392 | 6.915 | 4.759 | 4.188 | 8.276 | 6.422 | 2.573 | 65 | 10.190 | 4.154 | 9.585 | 9.633 | 3.223 | 6.894 | 3.521 | 6.782 | 5.247 | 4.515 | 8.447 | 6.563 | 2.599 | 75 | 9.191 | 3.988 | 8.965 | 9.777 | 3.536 | 5.854 | 3.329 | 6.980 | 4.994 | 4.741 | 8.090 | 6.313 | 2.395 | 85 | 11.177 | 3.643 | 8.928 | 12.420 | 3.799 | 7.406 | 3.792 | 8.005 | 5.956 | 6.387 | 8.570 | 7.280 | 2.943 | 95 | 13.516 | 4.035 | 11.145 | 14.322 | 3.448 | 10.454 | 4.424 | 9.272 | 7.536 | 7.673 | 9.883 | 8.701 | 3.683 | 105 | 14.580 | 5.302 | 13.069 | 14.196 | 4.576 | 12.836 | 5.224 | 10.651 | 8.796 | 8.504 | 10.711 | 9.859 | 3.671 | 115 | 16.062 | 6.498 | 16.367 | 13.919 | 5.366 | 15.006 | 6.185 | 13.698 | 10.445 | 8.645 | 11.724 | 11.265 | 4.087 | 125 | 18.730 | 8.256 | 17.638 | 18.152 | 5.275 | 19.078 | 7.159 | 16.475 | 11.612 | 10.651 | 13.545 | 13.325 | 5.028 | 135 | 20.661 | 8.608 | 16.365 | 23.615 | 5.444 | 21.778 | 8.219 | 17.456 | 14.630 | 14.181 | 13.650 | 14.964 | 5.838 | 145 | 19.716 | 6.626 | 15.624 | 24.576 | 4.835 | 21.610 | 7.150 | 16.670 | 14.439 | 14.995 | 11.521 | 14.342 | 6.352 | 155 | 20.779 | 8.409 | 20.741 | 25.679 | 4.079 | 20.345 | 6.788 | 16.586 | 13.115 | 14.038 | 9.833 | 14.581 | 6.862 | 165 | 19.550 | 9.803 | 22.386 | 24.808 | 5.578 | 18.092 | 7.307 | 16.231 | 12.737 | 12.603 | 13.035 | 14.739 | 6.095 | 175 | 17.347 | 9.451 | 19.978 | 20.117 | 5.357 | 14.149 | 7.215 | 13.845 | 10.595 | 11.112 | 13.379 | 12.959 | 4.840 | 185 | 13.642 | 7.253 | 15.301 | 14.461 | 5.160 | 9.390 | 5.906 | 9.742 | 7.723 | 8.592 | 12.240 | 9.946 | 3.487 | 195 | 7.997 | 3.857 | 8.696 | 7.489 | 4.402 | 4.434 | 3.330 | 4.899 | 4.067 | 4.728 | 7.289 | 5.563 | 1.906 | 205 | 1.474 | 0.668 | 1.583 | 1.222 | 1.160 | 0.650 | 0.567 | 0.936 | 0.698 | 0.824 | 1.336 | 1.011 | 0.360 |
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