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  • 通达信阻力和支撑公式

    正文概述    2024-04-13 08:21:37  

    VAR1:=CLOSE REF(CLOSE,1) AND CLOSE REF(CLOSE,2);
    VAR2:=REF(VAR1,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VAR3:=REF(VAR2,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VAR4:=REF(VAR3,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VAR5:=REF(VAR4,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VAR6:=REF(VAR5,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VAR7:=REF(VAR6,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VAR8:=REF(VAR7,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VAR9:=REF(VAR8,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VARA:=REF(VAR9,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VARB:=REF(VARA,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VARC:=REF(VARB,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    STICKLINE(VAR1 OR VAR2 OR VAR3 OR VAR4 OR VAR5 OR VAR6 OR VAR7 OR VAR8 OR VAR9 OR VARA OR VARB OR VARC,CLOSE,REF(CLOSE,1),3,0),COLORRED;
    VARD:=CLOSE REF(CLOSE,1) AND CLOSE REF(CLOSE,2);
    VARE:=REF(VARD,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VARF:=REF(VARE,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VAR10:=REF(VARF,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VAR11:=REF(VAR10,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VAR12:=REF(VAR11,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VAR13:=REF(VAR12,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VAR14:=REF(VAR13,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VAR15:=REF(VAR14,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VAR16:=REF(VAR15,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VAR17:=REF(VAR16,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    VAR18:=REF(VAR17,1) AND CLOSE =REF(CLOSE,1) AND CLOSE =REF(CLOSE,2);
    STICKLINE(VARD OR VARE OR VARF OR VAR10 OR VAR11 OR VAR12 OR VAR13 OR VAR14 OR VAR15 OR VAR16 OR VAR17 OR VAR18,CLOSE,REF(CLOSE,1),3,0),COLORYELLOW;
    VAR19:=REF(VARD OR VARE OR VARF OR VAR10 OR VAR11 OR VAR12 OR VAR13 OR VAR14 OR VAR15 OR VAR16 OR VAR17 OR VAR18,1) AND VAR1;
    STICKLINE(VAR19,REF(CLOSE,1),REF(CLOSE,2),3,0),COLORMAGENTA;
    VAR1A:=REF(VAR1 OR VAR2 OR VAR3 OR VAR4 OR VAR5 OR VAR6 OR VAR7 OR VAR8 OR VAR9 OR VARA OR VARB OR VARC,1) AND VARD;
    STICKLINE(VAR1A,REF(CLOSE,1),REF(CLOSE,2),3,0),COLOR008800;
    RSV:=(CLOSE-LLV(LOW,13))/(HHV(HIGH,13)-LLV(LOW,13))*100;
    K:=SMA(RSV,3,1);
    D:=SMA(K,3,1);
    J:=3*K-2*D;
    RSV24:=(CLOSE-LLV(LOW,55))/(HHV(HIGH,55)-LLV(LOW,55))*100;
    K24:=SMA(RSV24,3,1);
    D24:=SMA(K24,3,1);
    J24:=3*K24-2*D24;
    压力位:IF(CROSS(J24,J),H,REF(H,BARSLAST(CROSS(J24,J)))),COLOR00FF33,LINETHICK1;
    支撑位:IF(CROSS(J,J24),L,REF(L,BARSLAST(CROSS(J,J24)))),COLORCC33CC,LINETHICK1;
    支撑价:LLV(LOW,34) ,COLOR7FFF00,COLORWHITE;
    阻力价:HHV(HIGH,34),COLORFF9900,COLORLIBLUE,LINETHICK1;
    DRAWTEXT(C-O =0 AND O/L 1.05 AND L =LLV(L,30),L,'★ --极品绝底'), LINETHICK1;
    DRAWTEXT(REF(C,BARSLAST(REF(CROSS( MACD.DIF , MACD.DEA ),1))+1) C AND REF( MACD.DIF ,BARSLAST(REF(CROSS( MACD.DIF , MACD.DEA ),1))+1) MACD.DIF AND CROSS( MACD.DIF , MACD.DEA ) 0,L-0.02,'★M'),COLOR00FFFF;{MACD底背离}
    DRAWTEXT(REF(C,BARSLAST(REF(CROSS( KDJ.K , KDJ.D ),1))+1) C AND REF( KDJ.K ,BARSLAST(REF(CROSS( KDJ.K , KDJ.D ),1))+1) KDJ.K AND CROSS( KDJ.K , KDJ.D ),L-0.10,'◎K'),COLORFF00FF;{KDJ底背离}
    DRAWTEXT(REF(C,BARSLAST(REF(CROSS( RSI.RSI1 , RSI.RSI2 ),1))+1) C AND REF( RSI.RSI1 ,BARSLAST(REF(CROSS( RSI.RSI1 , RSI.RSI2 ),1))+1) RSI.RSI1 AND CROSS( RSI.RSI1 , RSI.RSI2 ) 0,L-0.18,'◆R'),COLOR0000FF;{RSI底背离};
    DRAWTEXT(REF(C,BARSLAST(REF(CROSS( MACD.DEA , MACD.DIF ),1))+1) C AND REF( MACD.DIF ,BARSLAST(REF(CROSS( MACD.DEA , MACD.DIF ),1))+1) MACD.DIF AND CROSS( MACD.DEA , MACD.DIF ) 0,H+0.16,'★M'),COLOR00FF00;{MACD顶背离};
    DRAWTEXT(REF(C,BARSLAST(REF(CROSS( KDJ.D , KDJ.K ),1))+1) C AND REF( KDJ.K ,BARSLAST(REF(CROSS( KDJ.D , KDJ.K ),1))+1) KDJ.K AND CROSS( KDJ.D , KDJ.K ) 0,H+0.08,'◎K'),COLORFFFFCC;{KDJ顶背离}
    DRAWTEXT(REF(C,BARSLAST(REF(CROSS( RSI.RSI2 , RSI.RSI1 ),1))+1) C AND REF( RSI.RSI1 ,BARSLAST(REF(CROSS( RSI.RSI2 , RSI.RSI1 ),1))+1) RSI.RSI1 AND CROSS( RSI.RSI2 , RSI.RSI1 ) 0,H+0.04,'◆R'),COLORFF9900;{RSI顶背离};

    通达信阻力和支撑公式

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