峰MMCAD
2018-04-08 作者:admin 来源:网络
DIFF:=(EMA(CLOSE,N1) - EMA(CLOSE,N2));
DEA:=EMA(DIFF,N3);
MACD2:=(2 * (DIFF - DEA));
DU0:=CROSS(DIFF,0);
UD0:=CROSS(0,DIFF);
TDU0:=BARSLAST(DU0);
TUD0:=BARSLAST(UD0);
DU3:=REF(DU0,1);
UD3:=REF(UD0,1);
TDU3:=BARSLAST(DU3);
TUD3:=BARSLAST(UD3);
UDGLINE:=IF((TDU3 < TUD3),REF(HHV(HIGH,2),TDU3),REF(LLV(LOW,2),TUD3));
JDU0:=(((REF(CLOSE,1) <= REF(UDGLINE,1)) AND (CLOSE > UDGLINE)) AND (TDU0 < TUD0));
JUD0:=(((REF(CLOSE,1) >= REF(UDGLINE,1)) AND (CLOSE < UDGLINE)) AND (TUD0 < TDU0));
JDU1:=(JDU0 AND (COUNT(JDU0,TDU0) = 1));
JUD1:=(JUD0 AND (COUNT(JUD0,TUD0) = 1));
JDU2:=(JDU1 AND (REF(BARSLAST(JUD1),1) < REF(BARSLAST(JDU1),1)));
JUD2:=(JUD1 AND (REF(BARSLAST(JUD1),1) > REF(BARSLAST(JDU1),1)));
JDU3:=(JDU1 AND (REF(BARSLAST(JUD1),1) > REF(BARSLAST(JDU1),1)));
JUD3:=(JUD1 AND (REF(BARSLAST(JUD1),1) < REF(BARSLAST(JDU1),1)));
BSLINE:=IF((BARSLAST(JDU2) < BARSLAST(JUD2)),IF(REF(CROSS(0,MACD2),1),LLV(LOW,2),REF(LLV(LOW,2),BARSLAST(REF(CROSS(0,MACD2),1)))),IF(REF(CROSS(MACD2,0),1),HHV(HIGH,2),REF(HHV(HIGH,2),BARSLAST(REF(CROSS(MACD2,0),1)))));
STICKLINE((MACD2>=0),0,MACD2,2,0),COLORFF00FF;
STICKLINE(((MACD2>=0) AND (MACD2 < REF(MACD2,1))),0,MACD2,2,1),colorgreen;
STICKLINE((MACD2<0),0,MACD2,2,0),COLORFFFF00;
STICKLINE(((MACD2<0) AND (MACD2 > REF(MACD2,1))),0,MACD2,2,0),coloryellow;
DEFUT:=BARSLAST(CROSS(MACD2,0));
DEFDT:=BARSLAST(CROSS(0,MACD2));
DEFUL:=IF((MACD2 >= 0),HHV(MACD2,(DEFUT + 1)),REF(HHV(MACD2,(DEFUT + 1)),(DEFDT + 1)));
DEFDL:=IF((MACD2 < 0),LLV(MACD2,(DEFDT + 1)),REF(LLV(MACD2,(DEFDT + 1)),(DEFUT + 1)));
DEFU2L:=REF(DEFUL,(DEFUT + 1));
DEFD2L:=REF(DEFDL,(DEFDT + 1));
A1:=BARSLAST(REF(CROSS(DIFF,DEA),1));
底背离:=REF(CLOSE,A1+1)>CLOSE AND DIFF>REF(DIFF,A1+1) AND CROSS(DIFF,DEA);
STICKLINE(底背离,0,0.03,4,0),COLOR00FF00;
DIF2:EMA(SUM(MACD2,2),3),LINETHICK2,coloryellow;
入1:IF(DIF2>REF(DIF2,1),DIF2,DRAWNULL),colorred,LINETHICK2;
入2:IF(DIF2<REF(DIF2,1),DIF2,DRAWNULL),colorgreen,LINETHICK2;
DEA2:MA(DIF2,5),colorcyan;
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