A Simplified Model for Dynamic Response Analysis of Framed Self-Centering Wall Structures under Seismic Excitations

Table 1

Earthquake records involved in this study.

No.	Record	Duration (s)	PGA (cm/s^2)
EQ01	Imperial Valley 1940, EL Centro	39.98	450.03
EQ02	Imperial Valley 1940, EL Centro	39.98	662.88
EQ03	Loma Prieta, 1989, Gilroy	39.98	652.49
EQ04	Loma Prieta, 1989, Gilroy	39.98	950.93
EQ05	Northridge, 1994, Sylmar	59.98	801.44
EQ06	North Palm Springs, 1986	59.98	999.43
EQ07	—	40.00	510