Research Article
Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity
Table 8
Maximum earthquake tensile stresses of the 150 m high chimney ignoring vertical eccentricities.
| High | Serial number | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | Mean | Standard deviation |
| 5 | −12.713 | −7.405 | −8.992 | −13.313 | −3.442 | −10.154 | −5.158 | −7.275 | −2.661 | −5.482 | −6.441 | −7.549 | 3.476 | 15 | −13.689 | −7.593 | −8.485 | −14.183 | −2.785 | −10.792 | −5.623 | −7.339 | −2.313 | −5.516 | −7.092 | −7.765 | 3.883 | 25 | −14.737 | −7.445 | −9.195 | −14.689 | −2.622 | −11.050 | −5.718 | −7.167 | −2.953 | −5.404 | −7.922 | −8.082 | 4.101 | 35 | −16.038 | −5.984 | −9.391 | −15.677 | −2.783 | −9.446 | −5.863 | −6.125 | −3.703 | −4.969 | −8.241 | −8.020 | 4.412 | 45 | −19.887 | −5.361 | −9.031 | −15.521 | −4.038 | −7.266 | −5.923 | −6.521 | −3.986 | −4.520 | −8.731 | −8.253 | 5.066 | 55 | −22.010 | −5.296 | −8.157 | −14.138 | −4.718 | −7.033 | −6.395 | −7.338 | −3.525 | −4.671 | −8.345 | −8.330 | 5.348 | 65 | −20.442 | −7.589 | −9.998 | −16.058 | −3.955 | −11.176 | −7.868 | −8.750 | −3.820 | −6.332 | −9.822 | −9.619 | 4.957 | 75 | −18.744 | −10.206 | −14.035 | −20.320 | −4.984 | −15.659 | −8.765 | −10.409 | −5.016 | −8.449 | −11.561 | −11.650 | 5.078 | 85 | −17.127 | −12.362 | −14.803 | −21.183 | −4.995 | −18.267 | −8.545 | −10.835 | −4.926 | −9.392 | −11.886 | −12.211 | 5.259 | 95 | −19.308 | −14.363 | −15.150 | −21.096 | −5.158 | −20.466 | −8.701 | −12.565 | −4.347 | −9.829 | −11.888 | −12.988 | 5.778 | 105 | −20.735 | −15.441 | −17.201 | −19.442 | −5.141 | −21.169 | −9.351 | −14.565 | −4.676 | −9.461 | −10.996 | −13.471 | 5.938 | 115 | −20.512 | −14.054 | −17.158 | −18.152 | −6.723 | −18.408 | −9.040 | −13.521 | −5.411 | −8.833 | −9.374 | −12.835 | 5.232 | 125 | −16.682 | −10.576 | −13.862 | −14.924 | −6.909 | −13.614 | −7.317 | −10.586 | −5.691 | −7.308 | −7.275 | −10.431 | 3.814 | 135 | −9.702 | −5.606 | −9.130 | −8.663 | −5.585 | −7.096 | −4.223 | −6.238 | −4.007 | −4.296 | −4.774 | −6.302 | 2.067 | 145 | −3.090 | −1.589 | −3.339 | −2.557 | −2.419 | −1.928 | −1.258 | −2.233 | −1.350 | −1.345 | −1.680 | −2.072 | 0.717 |
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