Research Article
Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity
Table 13
Maximum earthquake compressive stresses of the 150 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 | 15.762 | 6.884 | 11.475 | 13.226 | 2.984 | 9.720 | 5.314 | 7.104 | 3.694 | 6.267 | 7.235 | 8.151 | 3.986 | 15 | 16.533 | 6.912 | 9.673 | 14.154 | 2.374 | 10.375 | 5.697 | 7.298 | 3.395 | 6.244 | 7.812 | 8.224 | 4.261 | 25 | 15.970 | 6.204 | 9.464 | 14.907 | 2.194 | 10.292 | 5.644 | 6.853 | 3.049 | 6.014 | 9.059 | 8.150 | 4.379 | 35 | 17.119 | 4.713 | 9.862 | 13.772 | 2.836 | 8.412 | 4.903 | 6.279 | 4.110 | 5.139 | 9.057 | 7.837 | 4.407 | 45 | 20.107 | 3.593 | 12.133 | 15.772 | 4.133 | 5.642 | 4.755 | 5.276 | 4.437 | 3.707 | 8.936 | 8.045 | 5.603 | 55 | 21.071 | 4.229 | 14.646 | 18.041 | 3.645 | 6.161 | 5.083 | 6.183 | 3.713 | 3.242 | 8.740 | 8.614 | 6.337 | 65 | 21.786 | 7.321 | 13.780 | 17.612 | 3.645 | 10.790 | 6.299 | 8.381 | 4.823 | 5.491 | 9.217 | 9.922 | 5.686 | 75 | 20.897 | 9.792 | 16.022 | 18.742 | 4.307 | 15.863 | 7.209 | 10.533 | 5.855 | 8.858 | 11.386 | 11.769 | 5.406 | 85 | 18.671 | 10.349 | 17.184 | 18.626 | 3.973 | 18.579 | 7.799 | 11.399 | 5.396 | 11.049 | 12.025 | 12.277 | 5.361 | 95 | 21.849 | 13.139 | 17.782 | 21.304 | 4.313 | 19.716 | 8.952 | 13.522 | 5.751 | 12.327 | 12.051 | 13.701 | 5.966 | 105 | 22.592 | 14.578 | 19.457 | 22.671 | 4.985 | 19.364 | 9.133 | 14.541 | 6.688 | 12.095 | 11.287 | 14.308 | 6.136 | 115 | 23.369 | 12.785 | 24.161 | 21.098 | 7.016 | 16.249 | 8.339 | 12.902 | 7.520 | 11.069 | 9.754 | 14.024 | 6.313 | 125 | 19.263 | 9.922 | 22.706 | 16.703 | 7.430 | 11.274 | 6.289 | 9.926 | 7.222 | 8.303 | 7.947 | 11.544 | 5.502 | 135 | 10.624 | 5.025 | 14.653 | 8.506 | 5.419 | 5.190 | 3.297 | 5.773 | 4.065 | 4.181 | 4.662 | 6.490 | 3.436 | 145 | 1.946 | 0.838 | 3.020 | 1.463 | 1.236 | 0.789 | 0.615 | 1.260 | 0.848 | 0.766 | 0.892 | 1.243 | 0.705 |
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