A Conceptual Design Approach of Coupled Shear Walls

Table 16

Ductility of coupled shear walls for 𝑁=20.

Base condition	Length of the coupling beam (𝐿𝑏)	Values
Fixed	1 m	3.33
	1.5 m	4.8
	2 m	6.3
Pinned	1 m	5.11
	1.5 m	6.35
	2 m	7.1