Seismic Response of Plan-Asymmetric Structures with Diaphragm Flexibility

Table 4

Natural periods of individual diaphragms and corresponding values of flexibility in base symmetric structure.

Number
	0.000	0.000
	0.027	0.031
	0.038	0.062
	0.056	0.125
	0.089	0.250
	0.142	0.500
	0.191	0.750
	0.235	1.000
	0.276	1.250
	0.314	1.50
	0.382	2.00
	0.441	2.50
	0.494	3.00
	0.587	4.00
	0.667	5.00
	0.740	6.00
	0.806	7.00
	0.867	8.00