Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity

Table 6

Maximum earthquake compressive stresses of the 150 m chimney under the action of 11 earthquake waves ignoring vertical eccentricities.

High	Serial number
	1	2	3	4	5	6	7	8	9	10	11	Mean	Standard deviation
5	13.289	7.369	8.554	12.633	3.384	10.305	5.134	7.313	3.331	5.934	6.745	7.636	3.341
15	14.345	7.691	8.419	13.151	2.551	11.081	5.622	7.949	2.885	5.974	7.481	7.923	3.773
25	14.663	7.413	9.033	13.475	2.504	11.043	5.951	7.640	3.002	5.274	8.561	8.051	3.902
35	14.349	5.850	8.187	13.705	2.992	9.354	6.185	6.321	3.458	5.063	8.813	7.661	3.731
45	17.519	4.976	8.059	13.816	4.116	7.107	6.016	6.577	3.657	4.618	8.719	7.744	4.307
55	20.530	5.451	9.178	15.920	4.751	7.269	6.060	7.221	3.133	4.536	8.345	8.400	5.264
65	20.660	7.658	12.663	17.034	3.858	11.333	7.614	8.218	3.604	6.526	9.731	9.900	5.263
75	19.725	10.469	15.268	20.713	4.605	15.857	8.474	9.739	5.055	8.741	11.681	11.848	5.426
85	17.501	12.267	16.931	22.010	4.934	18.636	8.167	10.660	5.284	10.439	12.392	12.656	5.552
95	20.104	14.349	17.435	21.680	5.011	20.800	8.797	12.931	5.334	11.404	12.197	13.640	5.891
105	21.951	15.170	16.700	19.318	5.453	20.830	9.370	15.129	5.800	10.514	11.032	13.752	5.745
115	20.385	14.337	16.688	18.629	7.109	18.066	8.969	14.270	6.014	8.398	9.452	12.938	5.122
125	17.655	11.136	14.798	15.712	7.554	13.324	7.386	10.924	5.278	6.956	8.047	10.797	4.106
135	10.348	5.974	9.327	9.096	5.879	6.914	4.598	6.387	3.223	4.267	4.705	6.429	2.300
145	3.091	1.632	3.315	2.693	2.384	1.875	1.460	2.273	1.196	1.333	1.554	2.073	0.728