Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity

Table 13

Maximum earthquake compressive stresses of the 150 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	15.762	6.884	11.475	13.226	2.984	9.720	5.314	7.104	3.694	6.267	7.235	8.151	3.986
15	16.533	6.912	9.673	14.154	2.374	10.375	5.697	7.298	3.395	6.244	7.812	8.224	4.261
25	15.970	6.204	9.464	14.907	2.194	10.292	5.644	6.853	3.049	6.014	9.059	8.150	4.379
35	17.119	4.713	9.862	13.772	2.836	8.412	4.903	6.279	4.110	5.139	9.057	7.837	4.407
45	20.107	3.593	12.133	15.772	4.133	5.642	4.755	5.276	4.437	3.707	8.936	8.045	5.603
55	21.071	4.229	14.646	18.041	3.645	6.161	5.083	6.183	3.713	3.242	8.740	8.614	6.337
65	21.786	7.321	13.780	17.612	3.645	10.790	6.299	8.381	4.823	5.491	9.217	9.922	5.686
75	20.897	9.792	16.022	18.742	4.307	15.863	7.209	10.533	5.855	8.858	11.386	11.769	5.406
85	18.671	10.349	17.184	18.626	3.973	18.579	7.799	11.399	5.396	11.049	12.025	12.277	5.361
95	21.849	13.139	17.782	21.304	4.313	19.716	8.952	13.522	5.751	12.327	12.051	13.701	5.966
105	22.592	14.578	19.457	22.671	4.985	19.364	9.133	14.541	6.688	12.095	11.287	14.308	6.136
115	23.369	12.785	24.161	21.098	7.016	16.249	8.339	12.902	7.520	11.069	9.754	14.024	6.313
125	19.263	9.922	22.706	16.703	7.430	11.274	6.289	9.926	7.222	8.303	7.947	11.544	5.502
135	10.624	5.025	14.653	8.506	5.419	5.190	3.297	5.773	4.065	4.181	4.662	6.490	3.436
145	1.946	0.838	3.020	1.463	1.236	0.789	0.615	1.260	0.848	0.766	0.892	1.243	0.705