DIF:=100*(Ema(CLOSE,12)-EMA(CLOSE,26));
DEA:=EMA(DIF,9);
macd:=(DIF-DEA)*2;
{底部结构预警}
死叉:=crOSS(DEA,DIF);
N1:=BArslAst(死叉);{最近一次死叉的位置}
N2:=REF(BARSLAST(死叉),N1+1);{倒数第二次死叉与倒数第一次死叉的区间}
N3:=REF(BARSLAST(死叉),N2+N1+2);{倒数第三次死叉与倒数第二次死叉的区间}
CL1:=LLV(C,N1+1);{最近一次死叉后，最低收盘价}
DIFL1:=LLV(DIF,N1+1);
CL2:=REF(CL1,N1+1);{倒数第二次死叉与倒数第一次死叉之间的最低收盘价}
DIFL2:=REF(DIFL1,N1+1);
CL3:=REF(CL2,N1+1);{倒数第三次死叉与倒数第二次死叉之间的最低收盘价}
DIFL3:=REF(DIFL2,N1+1);
pdiFL2:=IF(DIFL2>0,INTPART(LOG(DIFL2))-1,INTPART(LOG(-DIFL2))-1);
mdiFL2:=INTPART(DIFL2/POW(10,PDIFL2));
PDIFL3:=IF(DIFL3>0,INTPART(LOG(DIFL3))-1,INTPART(LOG(-DIFL3))-1);
MDIFL3:=INTPART(DIFL3/POW(10,PDIFL3));
MDIFB2:=INTPAR