Damage Concentration Effect of Multistory Buckling-Restrained Braced Frames

Table 2

Earthquake waves used in the examples.

Id	Earthquake	Year	^aM	Duration/s	^bFD/km	^cPGA/(m/s^2)	^dSF
1	Friuli, Italy 01	1976	6.50	36.345	14.97	2.93	1.36
2	Imperial Val.-06	1979	6.53	99.920	22.03	3.44	1.16
3	Imperial Val.-06	1979	6.53	39.330	12.69	2.00	2.00
4	Superst. Hills-02	1987	6.54	44.000	23.85	1.82	2.20
5	Loma Prieta	1989	6.93	39.945	12.23	3.60	1.11
6	Loma Prieta	1989	6.93	39.640	24.52	2.07	1.94
7	Loma Prieta	1989	6.93	59.955	27.67	3.63	1.10
8	Landers	1992	7.28	27.965	19.74	3.04	1.31
9	Landers	1992	7.28	44.000	11.03	2.78	1.44
10	Landers	1992	7.28	44.000	23.62	1.65	2.42
11	Northridge-01	1994	6.69	19.990	11.39	4.72	0.85
12	Northridge-01	1994	6.69	40.000	20.10	5.57	0.72
13	Northridge-01	1994	6.69	40.000	17.28	7.38	0.54
14	Kobe, Japan	1995	6.90	40.960	22.50	3.38	1.18
15	Kobe, Japan	1995	6.90	40.960	19.14	2.38	1.68
16	Duzce, Turkey	1999	7.14	55.900	12.02	8.06	0.50
17	Chichi, Taiwan-05	1999	7.62	90.000	28.05	1.97	2.03
18	Chichi, Taiwan-05	1999	7.62	90.000	19.02	2.50	1.60
19	Chichi, Taiwan-05	1999	7.62	90.000	45.15	3.35	1.20
20	Wenchuan	2008	8.00	250.005	18.76	4.59	0.87
21	Wenchuan	2008	8.00	250.005	24.27	2.79	1.43
22	Wenchuan	2008	8.00	309.000	15.66	3.23	1.24

^aMagnitude; ^bfault distance; ^coriginal earthquake ground motion records; ^dscale factor (SF) of 4 m/s² to the original PGA.