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- MA120:=MA(C,120);
- MA10:=MA(C,10);
- 均線金叉距離:=BARSLAST(CROSS(MA10,MA120));
- XH1:=C>O
- AND O<MA120
- AND C>MA120
- AND COUNT(L<MA120,均線金叉距離)<=4
- AND COUNT(L<MA120,均線金叉距離)>=1
- AND 均線金叉距離>20
- AND SLOPE(MA120,60)>0
- AND COUNT(MA120>REF(MA120,1),3)=3;
- XH:XH1
- AND COUNT(XH1,均線金叉距離)=1;
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