Dynamic Probability Analysis for Construction Schedule Using Subset Simulation

Table 1

Schedule network failure evaluation comparison (deadline = 85 days).

Methods		Failure probability (%)	Variation coefficient	Running time (sec.)
MCPM	LUBE	1.93	N/A	0.00
FCPM	Triangular	19.57	N/A	0.00
PCPM	Direct MCS	2.25	2.45%	2.58
	Our method	2.24	3.11%	0.35