Seismic Response of Plan-Asymmetric Structures with Diaphragm Flexibility

Table 1

Strength and stiffness of LLREs in analytical models.

Model	Description	Length (cm)			Strength (Ton)			Stiffness (ton/cm)
		Wall 1	Wall 2	Wall 3	Wall 1	Wall 2	Wall 3	Wall 1	Wall 2	Wall 3
1	Symmetric	200	200	200	17.85	17.85	17.85	36.99	36.99	36.99
2	Stiffness symmetric	260	200	140	12.50	17.85	23.21	33.66	36.99	33.66
3	Balance (0.75 CV-CS)	260	200	140	13.83	17.85	21.87	37.26	36.99	31.71
4	Balance (0.5 CV-CS)	260	200	140	15.17	17.85	20.53	40.87	36.99	29.77
5	Balance (0.25 CV-CS)	260	200	140	16.51	17.85	19.19	44.47	36.99	27.83
6	Strength symmetric	260	200	140	17.85	17.85	17.85	48.08	36.99	25.89
7	De Stefano (0.25 CM-CS)	260	200	140	19.63	17.85	16.07	52.88	36.99	23.30
8	De Stefano (0.5 CM-CS)	260	200	140	23.21	17.85	12.50	62.51	36.99	18.12