Seismic Performance Evaluation of Double-Skin Semi-Base-Isolated Building Using Incremental Dynamic Analysis

Table 1

Cross-sectional dimensions of structural elements.

Story	Outer elements			Inner elements
	Column (mm)	Beam (mm)	Shear wall (mm)	Column (mm)	Beam (mm)
1–7	700  700	600  400	Thickness = 350	500  500	600  400
8–10	500  500	600  400	Thickness = 250	400  400	600  400