Developing Seismic Risk Prediction Functions for Structures

Table 2

Parameters used in the random generation of stone masonry buildings of Pakistan.

Parameter	Mean value	C.O.V.; (%)	Lower bound	Upper bound	Probability distribution type
(m)	3.00	30.00	2.50	3.50	Truncated lognormal
(m)	2.50	30.00	2.00	3.00	Truncated lognormal
Drift (%)
LS1	0.240	16.10	0.16	0.33	Truncated lognormal
LS2	0.350	15.08	0.24	0.50	Truncated lognormal
LS3	0.768	30.00	0.53	1.10	Truncated lognormal
LS4	1.016	30.00	0.70	1.45	Truncated lognormal
	0.727	01.15	0.69	0.75	Truncated lognormal
	0.807	14.22	0.44	1.23	Truncated lognormal
(%)	0.400	20.00	0.28	0.50	Truncated lognormal
(mm)	400	20.00	300	500	Truncated lognormal
	0.8	10.00	0.50	1.00	Truncated lognormal
	0.75	16.00	0.60	0.90	Truncated lognormal