Evaluation of Simplified Analysis Procedures for a High-Rise Reinforced Concrete Core Wall Structure

Table 1

Detail record of the three ground motions for the present study.

S. No.	Earthquake event	Years	Abbreviation	Mw	R (km)	PGA (g)	Duration (seconds)
1	Superstition Hills	1987	SH	6.5	11	0.30	22.30
2	Hector Mine	1999	HM	7.1	26	0.27	45.31
3	Loma Prieta	1989	LP	6.9	48	0.37	59.95