Seismic Response of Plan-Asymmetric Structures with Diaphragm Flexibility

Table 2

Eccentricity of asymmetric buildings.

Model	Description	Eccentricity (%)
		Yield displacement	Strength	Stiffness
1	Symmetric	0	0	0	0
2	Stiffness symmetric	10	10	0	1
3	Balance (0.75 CV-CS)	10
4	Balance (0.5 CV-CS)	10
5	Balance (0.25 CV-CS)	10
6	Strength symmetric	10
7	De Stefano (0.25 CM-CS)	10
8	De Stefano (0.5 CM-CS)	10