Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity

Table 15

Maximum earthquake compressive stresses of the 210 m high chimney when only horizontal seismic acceleration is inputted.

High	Serial number
	1	2	3	4	5	6	7	8	9	10	11	Mean	Standard deviation
5	8.481	4.199	8.705	10.156	2.007	9.332	3.272	7.522	5.873	6.495	6.213	6.569	2.599
15	8.901	4.019	8.216	10.622	2.225	10.012	3.285	8.055	5.978	6.514	5.906	6.703	2.746
25	9.582	3.469	7.243	10.684	2.446	10.362	3.266	8.297	5.919	6.143	5.912	6.666	2.869
35	10.568	3.052	6.345	9.797	2.526	9.397	2.767	7.913	5.484	5.128	6.954	6.357	2.870
45	9.972	3.302	6.902	8.454	3.223	7.488	2.873	7.388	4.133	4.051	7.458	5.931	2.467
55	10.485	3.886	8.502	9.475	3.529	7.237	3.392	6.915	4.759	4.188	8.276	6.422	2.573
65	10.190	4.154	9.585	9.633	3.223	6.894	3.521	6.782	5.247	4.515	8.447	6.563	2.599
75	9.191	3.988	8.965	9.777	3.536	5.854	3.329	6.980	4.994	4.741	8.090	6.313	2.395
85	11.177	3.643	8.928	12.420	3.799	7.406	3.792	8.005	5.956	6.387	8.570	7.280	2.943
95	13.516	4.035	11.145	14.322	3.448	10.454	4.424	9.272	7.536	7.673	9.883	8.701	3.683
105	14.580	5.302	13.069	14.196	4.576	12.836	5.224	10.651	8.796	8.504	10.711	9.859	3.671
115	16.062	6.498	16.367	13.919	5.366	15.006	6.185	13.698	10.445	8.645	11.724	11.265	4.087
125	18.730	8.256	17.638	18.152	5.275	19.078	7.159	16.475	11.612	10.651	13.545	13.325	5.028
135	20.661	8.608	16.365	23.615	5.444	21.778	8.219	17.456	14.630	14.181	13.650	14.964	5.838
145	19.716	6.626	15.624	24.576	4.835	21.610	7.150	16.670	14.439	14.995	11.521	14.342	6.352
155	20.779	8.409	20.741	25.679	4.079	20.345	6.788	16.586	13.115	14.038	9.833	14.581	6.862
165	19.550	9.803	22.386	24.808	5.578	18.092	7.307	16.231	12.737	12.603	13.035	14.739	6.095
175	17.347	9.451	19.978	20.117	5.357	14.149	7.215	13.845	10.595	11.112	13.379	12.959	4.840
185	13.642	7.253	15.301	14.461	5.160	9.390	5.906	9.742	7.723	8.592	12.240	9.946	3.487
195	7.997	3.857	8.696	7.489	4.402	4.434	3.330	4.899	4.067	4.728	7.289	5.563	1.906
205	1.474	0.668	1.583	1.222	1.160	0.650	0.567	0.936	0.698	0.824	1.336	1.011	0.360