主线1:=EMA(EMA(C,1),5);
本1:=EMA(HHV(主线1,5),1);
急:=EMA(HHV(本1,21),1);
稳:=EMA(HHV(急,21),2),;
投:=EMA(HHV(稳,21),3);
散:=EMA(HHV(投,21),4);
集:=EMA(HHV(散,21),5);
马:=EMA(HHV(集,21),6);
界:=EMA(EMA(EMA(EMA(MA(MA(MA(SUM(MA(CLOSE,60)/1,1),1),1),1),5),5),12),13)*1.01;
强震:(REF(C,3)/REF(C,4)<0.96 OR REF(C,4)/REF(C,5)<0.96) AND REF(C,2)/REF(C,3)>1.05 AND REF(C,1)/REF(C,2)<0.96 AND C/REF(C,1)>1.03 AND (CROSS(C,界) OR CROSS(C,马));
