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“零轴基准线”和“准备介入”公式二合一预警

来源:网络 点击: 时间:2023-01-06 21:05:26

编写要求:

公式一 M:=10000; N1:=2; B:=5; 零轴基准线:=EMA(C,M); X00:=C; X01:=0.7522406533*X00+0.3609454219*REF(X00,1)-0.03309329629*REF(X00,2)-0.04241822779*REF(X00,3)-0.026737249*REF(X00,4)-0.007010041271*REF(X00,5)-0.002652859952*REF(X00,6)-0.0008415042966*REF(X00,7)-0.0002891931964*REF(X00,8)-0.0000956265934*REF(X00,9)-0.0000321286052*REF(X00,10)-0.0000106773454*REF(X00,11)-0.0000035457562*REF(X00,12)-0.0000011670713*REF(X00,13); X02:=0.7522406533*X01+0.3609454219*REF(X01,1)-0.03309329629*REF(X01,2)-0.04241822779*REF(X01,3)-0.026737249*REF(X01,4)-0.007010041271*REF(X01,5)-0.002652859952*REF(X01,6)-0.0008415042966*REF(X01,7)-0.0002891931964*REF(X01,8)-0.0000956265934*REF(X01,9)-0.0000321286052*REF(X01,10)-0.0000106773454*REF(X01,11)-0.0000035457562*REF(X01,12)-0.0000011670713*REF(X01,13); X03:=0.7522406533*X02+0.3609454219*REF(X02,1)-0.03309329629*REF(X02,2)-0.04241822779*REF(X02,3)-0.026737249*REF(X02,4)-0.007010041271*REF(X02,5)-0.002652859952*REF(X02,6)-0.0008415042966*REF(X02,7)-0.0002891931964*REF(X02,8)-0.0000956265934*REF(X02,9)-0.0000321286052*REF(X02,10)-0.0000106773454*REF(X02,11)-0.0000035457562*REF(X02,12)-0.0000011670713*REF(X02,13); AA:=((EMA((((EMA(X01,22)+EMA(X01,23))+EMA(X01,24))/3),2))+(EMA((((EMA(X01,24)+EMA(X01,25))+EMA(X01,26))/3),2))+(EMA((((EMA(X01,26)+EMA(X01,27))+EMA(X01,28))/3),2))+(EMA((((EMA(X01,28)+EMA(X01,29))+EMA(X01,30))/3),2))+(EMA((((EMA(X01,30)+EMA(X01,31))+EMA(X01,32))/3),2))+(EMA((((EMA(X01,32)+EMA(X01,33))+EMA(X01,34))/3),2)))/6; BB1:=(X01*5+X02*3+X03*1)/9; CC1:=EMA(EMA(EMA(C,N1),N1),N1); DIF1:=(BB1-零轴基准线)/零轴基准线; DEA11:=(CC1-零轴基准线)/零轴基准线; DEA21:=(AA-零轴基准线)/零轴基准线; A_DIF:=POW((DIF1+1),55)*1000; A_DEA1:=POW((DEA11+1),55)*1000; A_DEA2:=POW((DEA21+1),55)*1000; B_DIF:=POW((DIF1+1),29)*1000; B_DEA1:=POW((DEA11+1),29)*1000; B_DEA2:=POW((DEA21+1),29)*1000; D_DIF:=POW((DIF1+1),17)*1000; D_DEA1:=POW((DEA11+1),17)*1000; D_DEA2:=POW((DEA21+1),17)*1000; E_DIF:=POW((DIF1+1),9)*1000; E_DEA1:=POW((DEA11+1),9)*1000; E_DEA2:=POW((DEA21+1),9)*1000; F_DIF:=POW((DIF1+1),5)*1000; F_DEA1:=POW((DEA11+1),5)*1000; F_DEA2:=POW((DEA21+1),5)*1000; G_DIF:=POW((DIF1+1),3)*1000; G_DEA1:=POW((DEA11+1),3)*1000; G_DEA2:=POW((DEA21+1),3)*1000; DIF:=IFF(PERIOD=0,A_DIF,IFF(PERIOD=1,B_DIF,IFF(PERIOD=2,D_DIF,IFF(PERIOD=3,E_DIF,IFF(PERIOD=4,F_DIF,IFF(PERIOD=5,G_DIF,DRAWNULL )))))); DEA1:=IFF(PERIOD=0,A_DEA1,IFF(PERIOD=1,B_DEA1,IFF(PERIOD=2,D_DEA1,IFF(PERIOD=3,E_DEA1,IFF(PERIOD=4,F_DEA1,IFF(PERIOD=5,G_DEA1,DRAWNULL )))))); DEA2:=IFF(PERIOD=0,A_DEA2,IFF(PERIOD=1,B_DEA2,IFF(PERIOD=2,D_DEA2,IFF(PERIOD=3,E_DEA2,IFF(PERIOD=4,F_DEA2,IFF(PERIOD=5,G_DEA2,DRAWNULL )))))); XG:CROSS(DIF,DEA1) AND DEA1>DEA2 AND DEA2>REF(DEA2,1); 公式二 EMA30:=EMA(C,30),COLORWHITE,LINETHICK2; EMA60:=EMA(C,60),COLORFF00FF; EMA90:=EMA(C,90),COLORYELLOW; EMA120:=EMA(C,120),COLORFFCC66; EMA250:=EMA(C,250),COLORBLUE; SS:=CROSS(EMA30,EMA60) AND C>O AND C>REF(C,1) AND C/REF(C,1)>=1.018 OR CROSS(EMA30,EMA120) AND C>O AND C>REF(C,1) AND C/REF(C,1)>=1.018 OR CROSS(EMA60,EMA90) AND C>O AND C>REF(C,1) AND C/REF(C,1)>=1.018 OR CROSS(EMA30,EMA90) AND C>O AND C>REF(C,1) AND C/REF(C,1)>=1.018 {AND CROSS(EMA30,EMA120)}; {DRAWICON(SS,L-0.04,1);} DD:=CROSS(EMA60,EMA90) AND C>O AND C>REF(C,1) AND C/REF(C,1)>=1.018 OR CROSS(EMA60,EMA250) AND C>O AND C>REF(C,1) AND C/REF(C,1)>=1.018 OR CROSS(EMA90,EMA120) AND C>O AND C>REF(C,1) AND C/REF(C,1)>=1.018 OR CROSS(EMA60,EMA120) AND C>O AND C>REF(C,1) AND C/REF(C,1)>=1.018 AND CROSS(EMA30,EMA250); {DD:=CROSS(EMA30,EMA250);} {DRAWICON(DD,L-0.04,3);}; 准备介入:SS OR DD;

解答:

?M:=10000;

N1:=2;

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