Effectiveness of Friction Dampers in Seismic and Wind Response Control of Connected Adjacent Steel Buildings

Table 5

Combinations of dynamically similar and dissimilar connected buildings considered for the study.

Similar buildings	Dissimilar buildings
MRF-MRF	BF-BF	MRF-BF	BF-MRF	MRF-MRF	BF-BF
5-5	5-5	5-5	5-5	5-10	5-10
10-10	10-10	10-10	10-10	5-15	5-15
15-15	15-15	15-15	15-15	5-20	5-20
20-20	20-20	20-20	20-20	10-15	10-15
—	—	—	—	10-20	10-20
—	—	—	—	15-20	15-20

Responses shown for that particular building.