Research Article
Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity
Table 11
Maximum earthquake tensile stresses of the 210 m high chimney considering vertical eccentricities.
| High | Serial number | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | Mean | Standard deviation |
| 5 | −10.262 | −4.948 | −8.135 | −10.034 | −2.895 | −8.930 | −3.943 | −7.722 | −5.298 | −6.667 | −6.588 | −6.857 | 2.424 | 15 | −10.435 | −4.938 | −7.568 | −11.181 | −2.919 | −9.723 | −4.201 | −8.217 | −5.552 | −6.907 | −6.881 | −7.138 | 2.630 | 25 | −10.935 | −4.554 | −6.246 | −12.106 | −3.241 | −10.269 | −4.221 | −8.691 | −6.122 | −6.946 | −7.151 | −7.317 | 2.884 | 35 | −10.553 | −4.145 | −6.472 | −11.522 | −3.273 | −10.373 | −3.642 | −8.527 | −5.875 | −6.486 | −7.779 | −7.150 | 2.868 | 45 | −10.408 | −4.240 | −7.468 | −9.756 | −4.018 | −9.579 | −3.551 | −7.277 | −4.746 | −5.330 | −8.867 | −6.840 | 2.562 | 55 | −11.024 | −4.832 | −8.860 | −10.900 | −4.600 | −8.365 | −3.709 | −6.914 | −4.711 | −5.920 | −9.001 | −7.167 | 2.610 | 65 | −10.567 | −5.284 | −9.795 | −11.400 | −4.375 | −6.960 | −3.870 | −7.157 | −4.987 | −6.342 | −8.445 | −7.198 | 2.563 | 75 | −9.261 | −5.017 | −10.066 | −11.198 | −4.483 | −5.807 | −3.879 | −7.801 | −5.100 | −6.042 | −9.195 | −7.077 | 2.520 | 85 | −13.145 | −4.857 | −9.754 | −14.902 | −4.693 | −8.210 | −4.959 | −7.609 | −6.291 | −8.202 | −9.445 | −8.370 | 3.332 | 95 | −16.522 | −6.118 | −12.903 | −17.681 | −4.622 | −11.390 | −5.345 | −9.800 | −7.187 | −10.105 | −10.256 | −10.175 | 4.304 | 105 | −17.546 | −7.618 | −15.135 | −17.703 | −5.666 | −14.323 | −6.034 | −12.327 | −8.284 | −10.474 | −11.492 | −11.509 | 4.327 | 115 | −20.278 | −8.779 | −15.214 | −17.611 | −6.720 | −16.912 | −6.769 | −15.784 | −8.848 | −10.066 | −12.580 | −12.687 | 4.725 | 125 | −22.597 | −9.647 | −15.636 | −19.295 | −6.777 | −19.980 | −7.368 | −18.825 | −9.581 | −9.736 | −15.350 | −14.072 | 5.641 | 135 | −24.483 | −10.272 | −15.168 | −25.018 | −7.579 | −22.450 | −8.291 | −19.846 | −11.195 | −12.573 | −16.906 | −15.798 | 6.393 | 145 | −22.866 | −9.103 | −16.355 | −25.713 | −5.767 | −22.516 | −8.095 | −17.358 | −14.228 | −14.451 | −15.153 | −15.600 | 6.365 | 155 | −20.992 | −9.940 | −20.354 | −25.657 | −5.673 | −22.139 | −8.594 | −16.513 | −15.972 | −14.672 | −14.746 | −15.932 | 6.137 | 165 | −19.689 | −11.736 | −21.039 | −25.636 | −7.114 | −20.421 | −9.126 | −15.506 | −15.183 | −13.670 | −12.456 | −15.598 | 5.594 | 175 | −17.762 | −11.194 | −21.276 | −21.932 | −6.327 | −16.354 | −8.317 | −13.811 | −12.043 | −11.622 | −13.407 | −14.004 | 4.944 | 185 | −13.414 | −8.601 | −17.871 | −15.897 | −6.273 | −11.122 | −6.563 | −10.575 | −8.266 | −8.356 | −12.082 | −10.820 | 3.745 | 195 | −7.845 | −4.509 | −10.141 | −8.223 | −4.973 | −5.357 | −3.606 | −5.460 | −4.672 | −4.489 | −7.163 | −6.040 | 2.015 | 205 | −1.591 | −0.770 | −1.794 | −1.524 | −1.424 | −0.845 | −0.694 | −0.972 | −0.819 | −0.753 | −1.387 | −1.143 | 0.403 |
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