Energy-Balance-Based Plastic Design and Seismic Fragility Analysis of Steel Plate Shear Wall Coupled with Steel Side Columns

Table 1

Sectional dimensions of steel members of W-10-0.3 (mm).

Steel members	h	b
SSC	200	100	4.5	7
VBE	400	300	10	16
SCB at 2^nd−4^th floors	110	74	5	9
SCB at 5^th−8^th floors	105	70	5	9
SCB at 9^th-roof floors	100	68	5	8
HBE at 2^nd−4^th floors	200	150	7	10
HBE at 5^th−8^th floors	180	150	7	10
HBE at 9^th–roof floors	150	150	7	10