Seismic Response and Safety Assessment of an Existing Concrete Chimney under Wind Load

Table 8

Maximum stress values under the action of a horizontal earthquake.

Ground elevation (m)	Moment standard value (kN·m)	Bend section coefficient (m^3)	Maximum compressive stress (kPa)	Maximum tensile stress (kPa)	Compression design value (kPa)	Tensile design value (kPa)
75	—	2.99	—	—	16700	1570
70	219.33	3.26	−180.35	45.97	16700	1570
65	700.45	3.54	−310.76	84.49	16700	1570
60	1309.03	5.11	−353.44	159.28	16700	1570
55	1968.79	4.96	−510.24	283.04	16700	1570
50	2634.99	5.35	−605.75	378.60	16700	1570
45	3295.78	5.76	−685.85	458.74	16700	1570
40	3962.04	6.18	−751.47	530.96	16700	1570
35	4651.01	6.57	−814.32	602.42	16700	1570
30	5372.64	6.39	−962.02	720.16	16700	1570
25	6144.52	6.87	−1014.42	773.10	16700	1570
20	6995.77	7.38	−1131.34	764.42	16700	1570
10	9050.11	8.45	−1205.30	831.54	16700	1570
0	11554.05	9.59	−1311.37	1205.30	16700	1570