Dynamic Probability Analysis for Construction Schedule Using Subset Simulation

Table 3

Schedule network failure evaluation comparison (deadline = 690 days).

Methods		Failure probability (%)	Variation coefficient	Running time (sec.)
MCPM	LUBE	2.83	N/A	0.54
FCPM	Triangular	31.13	N/A	0.26
PCPM	Direct MCS	3.11	2.17%	26.32
	Our method	3.13	5.27%	1.32