Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity

Table 5

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

High	Serial number
	1	2	3	4	5	6	7	8	9	10	11	Mean	Standard deviation
5	17.010	7.717	11.246	14.230	3.482	10.097	5.921	7.997	3.671	6.339	7.160	8.625	4.215
15	18.103	7.988	9.306	14.845	2.561	10.899	6.311	8.594	3.176	6.847	7.752	8.762	4.583
25	17.811	7.554	9.795	16.047	2.853	11.025	6.220	7.992	3.318	6.901	9.003	8.956	4.662
35	16.475	6.128	10.006	15.363	3.864	9.321	5.186	7.083	4.455	6.180	8.760	8.438	4.190
45	19.225	5.138	12.582	16.774	5.095	6.611	4.861	6.217	4.728	4.847	8.994	8.643	5.222
55	21.856	5.972	14.454	18.917	4.458	7.092	5.830	6.942	4.052	4.971	8.281	9.348	6.172
65	24.280	8.720	13.826	18.302	4.572	12.040	7.450	9.123	4.556	6.848	9.922	10.876	6.010
75	23.119	11.202	16.489	18.571	5.310	16.889	8.408	11.441	5.503	10.154	11.935	12.638	5.573
85	20.135	12.336	18.254	18.691	4.395	19.644	8.477	12.966	5.251	11.897	12.518	13.142	5.579
95	23.456	14.853	17.752	22.674	5.197	21.044	9.936	15.339	6.017	13.187	12.684	14.740	6.205
105	23.388	15.798	19.462	25.328	5.928	20.219	10.333	17.028	6.852	13.349	11.428	15.374	6.429
115	23.024	13.572	24.448	23.733	7.695	16.853	9.306	14.868	7.790	12.157	10.025	14.861	6.370
125	19.287	10.223	23.603	18.134	8.715	11.734	7.027	11.008	7.465	9.020	8.885	12.282	5.508
135	10.645	5.170	15.509	9.135	6.332	5.451	3.760	6.105	4.277	4.523	5.318	6.929	3.522
145	2.028	0.928	3.245	1.614	1.427	0.880	0.714	1.370	0.909	0.823	1.085	1.366	0.740