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.
| High | Serial number | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | Mean | Standard deviation |
| 5 | −7.404 | −4.719 | −8.533 | −8.527 | −3.335 | −8.004 | −3.635 | −7.965 | −6.483 | −5.570 | −7.629 | −6.528 | 1.923 | 15 | −7.867 | −4.672 | −7.619 | −9.499 | −3.416 | −8.788 | −3.696 | −8.663 | −6.613 | −6.051 | −7.548 | −6.767 | 2.080 | 25 | −8.776 | −4.683 | −8.208 | −10.373 | −3.163 | −9.459 | −3.540 | −9.161 | −6.331 | −6.333 | −6.843 | −6.988 | 2.443 | 35 | −9.086 | −4.199 | −8.700 | −10.468 | −3.866 | −9.371 | −3.766 | −8.596 | −5.128 | −6.099 | −7.874 | −7.014 | 2.463 | 45 | −8.183 | −4.540 | −7.346 | −9.431 | −4.291 | −8.534 | −4.033 | −7.092 | −4.514 | −5.405 | −8.582 | −6.541 | 2.022 | 55 | −7.768 | −5.168 | −8.978 | −8.164 | −4.662 | −7.902 | −4.170 | −6.826 | −4.667 | −5.156 | −9.280 | −6.613 | 1.895 | 65 | −8.262 | −5.869 | −8.851 | −9.653 | −4.784 | −7.242 | −4.073 | −7.791 | −5.180 | −5.147 | −9.472 | −6.939 | 2.008 | 75 | −8.876 | −5.860 | −9.759 | −10.681 | −4.735 | −6.168 | −3.488 | −8.404 | −5.163 | −4.789 | −9.311 | −7.021 | 2.444 | 85 | −9.957 | −5.203 | −10.615 | −12.112 | −5.577 | −8.535 | −3.543 | −10.392 | −6.100 | −6.789 | −8.921 | −7.977 | 2.703 | 95 | −11.990 | −6.905 | −12.809 | −13.458 | −5.783 | −11.466 | −4.556 | −12.103 | −7.473 | −8.771 | −9.768 | −9.553 | 3.052 | 105 | −13.475 | −8.542 | −13.539 | −14.303 | −6.060 | −13.615 | −5.865 | −12.736 | −8.416 | −9.708 | −11.819 | −10.734 | 3.137 | 115 | −14.847 | −9.219 | −14.785 | −14.387 | −6.629 | −15.528 | −7.442 | −12.490 | −8.892 | −9.946 | −13.041 | −11.564 | 3.232 | 125 | −16.430 | −10.839 | −14.144 | −16.638 | −7.599 | −17.232 | −8.242 | −15.041 | −11.332 | −11.355 | −15.373 | −13.111 | 3.404 | 135 | −17.538 | −10.834 | −18.645 | −19.642 | −6.946 | −20.560 | −7.990 | −17.535 | −13.396 | −13.107 | −15.292 | −14.680 | 4.638 | 145 | −16.080 | −8.417 | −21.186 | −20.686 | −6.343 | −20.739 | −7.896 | −19.356 | −13.220 | −13.720 | −12.230 | −14.534 | 5.500 | 155 | −18.273 | −9.907 | −21.025 | −21.991 | −5.937 | −19.264 | −8.263 | −19.261 | −14.030 | −12.955 | −13.363 | −14.933 | 5.417 | 165 | −18.640 | −11.394 | −23.870 | −20.157 | −6.959 | −17.581 | −8.305 | −17.337 | −13.363 | −11.784 | −15.212 | −14.964 | 5.159 | 175 | −15.885 | −11.241 | −21.453 | −15.522 | −7.398 | −14.219 | −7.484 | −14.848 | −11.109 | −9.557 | −15.198 | −13.083 | 4.197 | 185 | −11.686 | −8.918 | −19.105 | −12.072 | −6.373 | −10.024 | −5.830 | −10.987 | −8.906 | −6.633 | −12.945 | −10.316 | 3.779 | 195 | −7.186 | −5.468 | −13.557 | −7.196 | −5.199 | −5.307 | −3.738 | −6.277 | −5.492 | −3.635 | −8.202 | −6.478 | 2.734 | 205 | −2.180 | −1.625 | −4.540 | −2.291 | −2.251 | −1.383 | −1.265 | −2.016 | −1.692 | −1.025 | −2.601 | −2.079 | 0.950 |
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