Seismic Performance of Reinforced Concrete Coupled Walls with Segmental Coupling Beams

Table 3

Gravity load acting on the specimen.

Location	Load	Values for the prototype structure	Values for the specimen
Fix end of each floor beam	M (kN·m)	425.85	6.654
	V (kN)	203.10	12.69
Top of left wall	N (kN)	10096.35	631.02
Top of right wall	N (kN)	10940.35	683.77
Slab	q (kN/m^2)	3.75	3.75