STICKLINE(((CLOSE > OPEN) OR ((CLOSE = OPEN) AND (CLOSE > REF(CLOSE,1)))),LOW,HIGH,0.1,0),COLORRED;
STICKLINE(((CLOSE > OPEN) OR ((CLOSE = OPEN) AND (CLOSE > REF(CLOSE,1)))),OPEN,CLOSE,4,0),COLORRED;
STICKLINE(((CLOSE < OPEN) OR ((CLOSE = OPEN) AND (CLOSE < REF(CLOSE,1)))),LOW,HIGH,0.1,0),COLORGREEN;
STICKLINE(((CLOSE < OPEN) OR ((CLOSE = OPEN) AND (CLOSE < REF(CLOSE,1)))),OPEN,CLOSE,4,0),COLORGREEN;
LC:=REF(CLOSE,1);
MA20:=MA(CLOSE,20);
MA5:=MA(CLOSE,5);
RSI:=((SMA(MAX((CLOSE - LC),0),6,1) / SMA(ABS((CLOSE - LC)),6,1)) * 100);
RSI12:=((SMA(MAX((CLOSE - LC),0),12,1) / SMA(ABS((CLOSE - LC)),12,1)) * 100);
RSI24:=((SMA(MAX((CLOSE - LC),0),24,1) / SMA(ABS((CLOSE - LC)),24,1)) * 100);
支撑位:=IF(CROSS(RSI,RSI24),LOW,REF(LOW,BARSLAST(CROSS(RSI,RSI24))));
压力位:=IF(CROSS(RSI24,RSI),HIGH,REF(HIGH,BARSLAST(CROSS(RSI24,RSI))));
U2L:=IF((CLOSE >= MA(CLOSE,20)),80,50);
L2L:=IF((CLOSE >= MA(CLOSE,20)),50,20);
RH1:=IF(((RSI < U2L) AND (REF(RSI,1) >= U2L)),HHV(REF(HIGH,1),(BARSLAST(((RSI >= U2L) AND (REF(RSI,1) < U2L))) - 1)),REF