Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity

Table 9

Maximum earthquake compressive 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	9.073	4.481	8.898	10.293	2.941	9.218	3.664	7.445	6.273	6.974	6.646	6.901	2.416
15	9.938	4.449	8.687	10.863	3.229	9.964	3.797	8.021	6.456	7.002	6.773	7.198	2.591
25	10.466	4.260	7.814	11.223	3.642	10.552	3.865	8.428	6.349	6.810	6.874	7.298	2.707
35	10.942	4.536	6.342	10.703	3.143	10.389	3.755	8.574	5.477	6.347	7.981	7.108	2.806
45	10.664	4.682	7.363	9.732	4.033	9.170	3.919	8.081	4.383	5.379	8.613	6.911	2.501
55	10.790	5.288	9.082	10.740	4.553	7.951	4.411	7.829	4.681	5.806	9.083	7.292	2.452
65	10.391	5.523	9.869	11.456	4.298	7.003	4.417	7.768	5.244	5.932	8.403	7.300	2.480
75	11.058	5.397	9.500	11.388	4.244	5.592	4.090	7.069	5.027	6.239	8.873	7.134	2.653
85	12.283	5.330	8.956	13.619	4.035	7.998	4.624	8.426	5.976	8.010	9.112	8.034	3.010
95	13.669	5.604	11.904	16.621	4.800	11.195	5.281	10.340	7.300	9.797	9.709	9.656	3.704
105	14.484	7.044	14.138	16.663	5.771	13.921	5.765	11.962	9.226	10.333	11.088	10.945	3.708
115	16.080	8.297	16.374	15.511	6.376	17.064	6.771	14.798	11.033	10.732	12.649	12.335	3.950
125	18.201	9.514	17.908	19.468	7.501	20.617	7.767	17.874	12.290	11.079	13.899	14.192	4.836
135	20.731	10.387	17.076	25.177	7.543	23.166	8.884	19.191	15.434	13.947	14.108	15.968	5.754
145	22.279	8.930	16.182	26.017	6.539	23.188	8.091	17.090	15.283	14.884	12.716	15.564	6.365
155	22.605	9.904	20.913	24.714	6.672	21.495	8.269	17.399	13.326	15.063	12.582	15.722	6.154
165	21.942	11.283	22.329	23.957	6.477	19.121	8.648	17.038	12.612	13.700	15.753	15.715	5.766
175	18.729	10.621	19.787	19.615	5.954	15.222	8.110	14.354	10.513	11.494	15.196	13.600	4.668
185	13.872	8.191	14.943	14.117	5.435	10.425	6.618	10.449	8.133	8.744	12.918	10.349	3.233
195	7.892	4.429	8.716	7.440	4.429	5.082	3.846	5.557	4.556	4.826	7.781	5.868	1.735
205	1.547	0.811	1.607	1.321	1.283	0.827	0.769	1.046	0.833	0.868	1.611	1.138	0.343