UID107813
积分6968
学分
推广 个
预报后涨停 支
阅读权限120
在线时间 小时
注册时间2011-3-30
最后登录1970-1-1
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发表于 2012-2-12 23:00
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D CLOSE>REF(HIGH,1),1,IF(BARSLAST(立桩量)=2 AND CLOSE>REF(HIGH,2),1,IF(BARSLAST(立桩量)=3 AND CLOSE>REF(HIGH,3),1,0)));
立桩量三日不破:=BARSLAST(立桩量)=3 AND REF(LOW,3)<=MIN(MIN(C,REF(C,1)),REF(C,2));
BACKSET300:=BACKSET(立桩量三日不破,4);
BACKSET301:=BACKSET(立桩量三日突破,4);
立桩量成立:=FILTER(BACKSET300,3) AND BACKSET301 AND 立桩量;
DRAWTEXT(立桩量成立,HIGH,'←立柱'),COLORGREEN;
MA5:=MA(CLOSE,5);
MA10:=MA(CLOSE,10);
MA30:=MA(CLOSE,30);
MA60:=MA(CLOSE,60);
MA120:=MA(CLOSE,120);
MA240:=MA(CLOSE,240);
AA1:=BARSLAST(MA60>MA30 AND (MA30=MA10 OR MA30>MA10));
BB1:=REF(COUNT(C<MA60,AA1)=AA1,1);
CC1:=CROSS(C,MA60) AND VOL>MA(VOL,5) AND (C-REF(C,1))/REF(C,1)*100>3;
芙蓉出水:=BB1 AN |
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