VAR1:=MA(V,5);
VAR2:=MA(V,10);
VAR3:=V>REF(HHV(V,2),1) AND RANGE(VAR1,VAR2,V) AND UPNDAY(VAR1,2) AND UPNDAY(VAR2,2);
VAR4:=H>REF(HHV(H,2),1);
VAR5:=MAX(C,O);
VAR6:=VAR5>REF(HHV(VAR5,2),1);
VAR7:=VAR3 AND VAR4 AND VAR6;
VAR8:=BARSLAST(VAR7=1);
VAR9:=REF(REF(H,1),VAR8);
VAR10:=IF(VAR7,0,IF(C< VAR9,1,0));
VAR11:=REF(HHV(H,VAR8+1),BARSLAST(VAR10));
量柱突破:C>VAR11 AND REF(VAR5< VAR11,1);
