Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity

Table 1

Earthquake records used.

Serial number	Soil types	Earthquake	Date	Direction	Station and component	PGA (g)
No. 1	Rock	Landers	1992/06/28	Horizontal	LANDERS/ABY000	0.115
				Vertical	LANDERS/ABY-UP	0.090
No. 2	Soft rock	Loma Prieta	1989/10/18	Horizontal	LOMAP/CLS000	0.644
				Vertical	LOMAP/CLS-UP	0.455
No. 3	Stiff soil	Borrego	1942/10/21	Horizontal	BORREGO/B-ELC000	0.033
				Vertical	BORREGO/B-ELC-UP	0.068
No. 4	Soft soil	Chichi	1999/09/20	Horizontal	CHICHI/CHY004-N	0.100
				Vertical	CHICHI/CHY004-V	0.041
No. 5	Rock	Morgan Hill	1984/04/24	Horizontal	MORGAN/G01230	0.069
				Vertical	MORGAN/G01-UP	0.092
No. 6	Soft rock	Loma Prieta	1989/10/18	Horizontal	LOMAP/GGB360	0.123
				Vertical	LOMAP/GGB-UP	0.056
No. 7	Stiff soil	Chichi	1999/09/20	Horizontal	CHICHI CHY028-N	0.821
				Vertical	CHICHI CHY028-V	0.337
No. 8	Stiff soil	Chichi	1999/09/20	Horizontal	CHICHI TCU076-N	0.416
				Vertical	CHICHI TCU076-V	0.281
No. 9	Stiff soil	Morgan Hill	1984/04/24	Horizontal	MORGAN/G03090	0.200
				Vertical	MORGAN/G03-UP	0.395
No. 10	Stiff soil	Morgan Hill	1984/04/24	Horizontal	MORGAN HVR240	0.312
				Vertical	MORGAN HVR-UP	0.110
No. 11	Soft soil	Imperial Valley	1079/10/15	Horizontal	IMPVALL H-E03140	0.266
				Vertical	IMPVALL H-E03-UP	0.127