Research Article
Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity
Table 7
Maximum earthquake tensile stresses of the 150 m high chimney considering vertical eccentricities.
| High | Serial number | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | Mean | Standard deviation |
| 5 | −14.899 | −8.142 | −11.107 | −14.432 | −3.545 | −10.385 | −5.515 | −7.845 | −3.068 | −7.032 | −7.351 | −8.484 | 3.918 | 15 | −14.643 | −8.224 | −9.130 | −15.498 | −3.170 | −11.141 | −6.012 | −8.139 | −2.637 | −7.093 | −7.417 | −8.464 | 4.079 | 25 | −15.184 | −7.429 | −10.161 | −15.337 | −2.699 | −11.614 | −6.114 | −8.303 | −2.496 | −6.597 | −8.329 | −8.569 | 4.290 | 35 | −16.726 | −6.233 | −10.023 | −14.233 | −2.904 | −9.964 | −5.454 | −7.328 | −2.928 | −5.911 | −8.414 | −8.193 | 4.345 | 45 | −20.149 | −5.441 | −13.105 | −15.379 | −3.684 | −7.288 | −5.441 | −5.944 | −3.742 | −5.080 | −8.275 | −8.502 | 5.371 | 55 | −23.087 | −5.802 | −14.819 | −17.339 | −3.907 | −7.209 | −6.053 | −6.328 | −4.228 | −4.772 | −9.252 | −9.345 | 6.296 | 65 | −24.106 | −8.842 | −13.522 | −18.325 | −4.194 | −11.620 | −6.900 | −8.679 | −4.588 | −6.925 | −10.773 | −10.770 | 6.021 | 75 | −23.367 | −11.458 | −17.079 | −20.100 | −5.300 | −16.431 | −8.021 | −11.427 | −5.875 | −10.037 | −11.643 | −12.794 | 5.798 | 85 | −18.712 | −12.305 | −16.848 | −20.900 | −5.449 | −19.142 | −8.437 | −12.990 | −5.350 | −12.505 | −12.969 | −13.237 | 5.330 | 95 | −23.568 | −15.257 | −17.401 | −22.463 | −5.488 | −20.761 | −9.536 | −14.479 | −5.326 | −13.449 | −12.741 | −14.588 | 6.229 | 105 | −26.781 | −16.007 | −19.081 | −23.512 | −6.008 | −19.810 | −10.048 | −15.935 | −6.174 | −12.991 | −12.563 | −15.356 | 6.669 | 115 | −26.059 | −13.898 | −24.943 | −22.161 | −7.670 | −16.399 | −9.067 | −14.409 | −6.982 | −11.603 | −10.365 | −14.869 | 6.797 | 125 | −21.997 | −10.105 | −24.736 | −16.982 | −8.222 | −11.353 | −6.804 | −10.998 | −7.044 | −8.738 | −8.935 | −12.356 | 6.136 | 135 | −12.284 | −5.071 | −15.064 | −8.473 | −5.732 | −5.321 | −3.660 | −5.796 | −4.293 | −4.246 | −4.992 | −6.812 | 3.667 | 145 | −2.349 | −0.883 | −3.139 | −1.509 | −1.387 | −0.863 | −0.744 | −1.380 | −0.862 | −0.817 | −0.948 | −1.353 | 0.757 |
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