Spectral Representation-Based Multidimensional Nonstationary Ground Motion Model for Seismic Reliability Analysis of Frame Structures

Table 2

Reliability results for the 10-story building structure.

Floor no.	Reliability
	X-waves	XY-waves	XYZ-waves
1	94.13	93.34	87.88
2	81.01	80.07	79.08
3	59.85	58.02	57.65
4	67.16	65.97	64.88
5	83.72	82.45	81.88
6	94.13	93.35	92.91
7	100	100	99.97
8	100	100	100
9	100	100	100
10	100	100	100