Effect of the Bracing System on the Probability of Collapse of Steel Structures under Maximum Credible Earthquake

Table 10

Uncertainty parameters and their combination results.

Frame	Mean	Record to record	Design	Modeling	Test data	Total
OBF-5	0.53	0.21	0.35	0.35	0.35	0.64
SCBF-5	0.33	0.19	0.35	0.35	0.35	0.64
EBF-5	0.58	0.32	0.35	0.35	0.35	0.69
SCBF-10	0.85	0.22	0.35	0.35	0.35	0.64
EBF-10	0.56	0.17	0.35	0.35	0.35	0.63