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写的程序


DA NI=13 NO=966 MA=KM
KM SY
1
.751 1
.740 .810 1
.697 .763 .752 1
.711 .778 .767 .722 1
.109 .119 .117 .111 .113 1
.110 .120 .119 .112 .114 .546 1
.113 .124 .122 .115 .117 .563 .568 1
.119 .130 .128 .121 .123 .041 .042 .043 1
.086 .095 .093 .088 .090 .030 .030 .031 .135 1
.228 .250 .246 .232 .236 .079 .080 .082 .357 .260 1
.157 .171 .169 .159 .162 .054 .055 .057 .245 .178 .470 1
.107 .117 .115 .108 .110 .037 .037 .038 .167 .121 .320 .220 1
MO NY=13 NE=3, PS=SY,FR TE=DI,FR BE=FU,FI
PA LY
5 (1 0 0)
3 (0 1 0)
5 (0 0 1）
FI LY 1 1 LY 6 2 LY 9 3
VA 1 LY 1 1 LY 6 2 LY 9 3
FR BE 3 1 BE 3 2 BE 2 1
FR PS 1 1 PS 2 2 PS 3 3
OU SS SC MI ND=3


输出结果
DA NI=13 NO=966 MA=KM
KM SY
1
.751 1
.740 .810 1
.697 .763 .752 1
.711 .778 .767 .722 1
.109 .119 .117 .111 .113 1
.110 .120 .119 .112 .114 .546 1
.113 .124 .122 .115 .117 .563 .568 1
.119 .130 .128 .121 .123 .041 .042 .043 1
.086 .095 .093 .088 .090 .030 .030 .031 .135 1
.228 .250 .246 .232 .236 .079 .080 .082 .357 .260 1
.157 .171 .169 .159 .162 .054 .055 .057 .245 .178 .470 1
.107 .117 .115 .108 .110 .037 .037 .038 .167 .121 .320 .220 1
MO NY=13 NE=3, PS=SY,FR TE=DI,FR BE=FU,FI
PA LY
5 (1 0 0)
3 (0 1 0)
5 (0 0 1）
FI LY 1 1 LY 6 2 LY 9 3

   F_A_T_A_L  E_R_R_O_R: A non-numeric value found in line above in file D:\fund application\结构方程\结构方程程序1.pr2

                           Time used:    0.000 Seconds

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