Modeling and Robustness Study of Railway Transport Networks Using P-Timed Petri Nets

Table 1

Available control margin for an advance and for a delay associated with place .

Path	CMa(pi)	CMd(pi)
=(p2,t2,p3,t3,p4,t4,p5,t5)	CMa(p5)= -13	CMd(p5)=47
=(p6,t6,p7,t7,p8,t8)	CMa(p7)= -15	CMd(p7)=45
=(p9,t9,p10,t10)	CMa(p9)= -36	CMd(p9)=14
=(p12,t12,p13,t13,p15,t15)	CMa(p12)=-33	CMd(p12)=27