slalsd.f.html
来自「famous linear algebra library (LAPACK) p」· HTML 代码 · 共 459 行 · 第 1/3 页
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</span><span class="comment">*</span><span class="comment"> Test the input parameters.
</span><span class="comment">*</span><span class="comment">
</span> INFO = 0
<span class="comment">*</span><span class="comment">
</span> IF( N.LT.0 ) THEN
INFO = -3
ELSE IF( NRHS.LT.1 ) THEN
INFO = -4
ELSE IF( ( LDB.LT.1 ) .OR. ( LDB.LT.N ) ) THEN
INFO = -8
END IF
IF( INFO.NE.0 ) THEN
CALL <a name="XERBLA.147"></a><a href="xerbla.f.html#XERBLA.1">XERBLA</a>( <span class="string">'<a name="SLALSD.147"></a><a href="slalsd.f.html#SLALSD.1">SLALSD</a>'</span>, -INFO )
RETURN
END IF
<span class="comment">*</span><span class="comment">
</span> EPS = <a name="SLAMCH.151"></a><a href="slamch.f.html#SLAMCH.1">SLAMCH</a>( <span class="string">'Epsilon'</span> )
<span class="comment">*</span><span class="comment">
</span><span class="comment">*</span><span class="comment"> Set up the tolerance.
</span><span class="comment">*</span><span class="comment">
</span> IF( ( RCOND.LE.ZERO ) .OR. ( RCOND.GE.ONE ) ) THEN
RCND = EPS
ELSE
RCND = RCOND
END IF
<span class="comment">*</span><span class="comment">
</span> RANK = 0
<span class="comment">*</span><span class="comment">
</span><span class="comment">*</span><span class="comment"> Quick return if possible.
</span><span class="comment">*</span><span class="comment">
</span> IF( N.EQ.0 ) THEN
RETURN
ELSE IF( N.EQ.1 ) THEN
IF( D( 1 ).EQ.ZERO ) THEN
CALL <a name="SLASET.169"></a><a href="slaset.f.html#SLASET.1">SLASET</a>( <span class="string">'A'</span>, 1, NRHS, ZERO, ZERO, B, LDB )
ELSE
RANK = 1
CALL <a name="SLASCL.172"></a><a href="slascl.f.html#SLASCL.1">SLASCL</a>( <span class="string">'G'</span>, 0, 0, D( 1 ), ONE, 1, NRHS, B, LDB, INFO )
D( 1 ) = ABS( D( 1 ) )
END IF
RETURN
END IF
<span class="comment">*</span><span class="comment">
</span><span class="comment">*</span><span class="comment"> Rotate the matrix if it is lower bidiagonal.
</span><span class="comment">*</span><span class="comment">
</span> IF( UPLO.EQ.<span class="string">'L'</span> ) THEN
DO 10 I = 1, N - 1
CALL <a name="SLARTG.182"></a><a href="slartg.f.html#SLARTG.1">SLARTG</a>( D( I ), E( I ), CS, SN, R )
D( I ) = R
E( I ) = SN*D( I+1 )
D( I+1 ) = CS*D( I+1 )
IF( NRHS.EQ.1 ) THEN
CALL SROT( 1, B( I, 1 ), 1, B( I+1, 1 ), 1, CS, SN )
ELSE
WORK( I*2-1 ) = CS
WORK( I*2 ) = SN
END IF
10 CONTINUE
IF( NRHS.GT.1 ) THEN
DO 30 I = 1, NRHS
DO 20 J = 1, N - 1
CS = WORK( J*2-1 )
SN = WORK( J*2 )
CALL SROT( 1, B( J, I ), 1, B( J+1, I ), 1, CS, SN )
20 CONTINUE
30 CONTINUE
END IF
END IF
<span class="comment">*</span><span class="comment">
</span><span class="comment">*</span><span class="comment"> Scale.
</span><span class="comment">*</span><span class="comment">
</span> NM1 = N - 1
ORGNRM = <a name="SLANST.207"></a><a href="slanst.f.html#SLANST.1">SLANST</a>( <span class="string">'M'</span>, N, D, E )
IF( ORGNRM.EQ.ZERO ) THEN
CALL <a name="SLASET.209"></a><a href="slaset.f.html#SLASET.1">SLASET</a>( <span class="string">'A'</span>, N, NRHS, ZERO, ZERO, B, LDB )
RETURN
END IF
<span class="comment">*</span><span class="comment">
</span> CALL <a name="SLASCL.213"></a><a href="slascl.f.html#SLASCL.1">SLASCL</a>( <span class="string">'G'</span>, 0, 0, ORGNRM, ONE, N, 1, D, N, INFO )
CALL <a name="SLASCL.214"></a><a href="slascl.f.html#SLASCL.1">SLASCL</a>( <span class="string">'G'</span>, 0, 0, ORGNRM, ONE, NM1, 1, E, NM1, INFO )
<span class="comment">*</span><span class="comment">
</span><span class="comment">*</span><span class="comment"> If N is smaller than the minimum divide size SMLSIZ, then solve
</span><span class="comment">*</span><span class="comment"> the problem with another solver.
</span><span class="comment">*</span><span class="comment">
</span> IF( N.LE.SMLSIZ ) THEN
NWORK = 1 + N*N
CALL <a name="SLASET.221"></a><a href="slaset.f.html#SLASET.1">SLASET</a>( <span class="string">'A'</span>, N, N, ZERO, ONE, WORK, N )
CALL <a name="SLASDQ.222"></a><a href="slasdq.f.html#SLASDQ.1">SLASDQ</a>( <span class="string">'U'</span>, 0, N, N, 0, NRHS, D, E, WORK, N, WORK, N, B,
$ LDB, WORK( NWORK ), INFO )
IF( INFO.NE.0 ) THEN
RETURN
END IF
TOL = RCND*ABS( D( ISAMAX( N, D, 1 ) ) )
DO 40 I = 1, N
IF( D( I ).LE.TOL ) THEN
CALL <a name="SLASET.230"></a><a href="slaset.f.html#SLASET.1">SLASET</a>( <span class="string">'A'</span>, 1, NRHS, ZERO, ZERO, B( I, 1 ), LDB )
ELSE
CALL <a name="SLASCL.232"></a><a href="slascl.f.html#SLASCL.1">SLASCL</a>( <span class="string">'G'</span>, 0, 0, D( I ), ONE, 1, NRHS, B( I, 1 ),
$ LDB, INFO )
RANK = RANK + 1
END IF
40 CONTINUE
CALL SGEMM( <span class="string">'T'</span>, <span class="string">'N'</span>, N, NRHS, N, ONE, WORK, N, B, LDB, ZERO,
$ WORK( NWORK ), N )
CALL <a name="SLACPY.239"></a><a href="slacpy.f.html#SLACPY.1">SLACPY</a>( <span class="string">'A'</span>, N, NRHS, WORK( NWORK ), N, B, LDB )
<span class="comment">*</span><span class="comment">
</span><span class="comment">*</span><span class="comment"> Unscale.
</span><span class="comment">*</span><span class="comment">
</span> CALL <a name="SLASCL.243"></a><a href="slascl.f.html#SLASCL.1">SLASCL</a>( <span class="string">'G'</span>, 0, 0, ONE, ORGNRM, N, 1, D, N, INFO )
CALL <a name="SLASRT.244"></a><a href="slasrt.f.html#SLASRT.1">SLASRT</a>( <span class="string">'D'</span>, N, D, INFO )
CALL <a name="SLASCL.245"></a><a href="slascl.f.html#SLASCL.1">SLASCL</a>( <span class="string">'G'</span>, 0, 0, ORGNRM, ONE, N, NRHS, B, LDB, INFO )
<span class="comment">*</span><span class="comment">
</span> RETURN
END IF
<span class="comment">*</span><span class="comment">
</span><span class="comment">*</span><span class="comment"> Book-keeping and setting up some constants.
</span><span class="comment">*</span><span class="comment">
</span> NLVL = INT( LOG( REAL( N ) / REAL( SMLSIZ+1 ) ) / LOG( TWO ) ) + 1
<span class="comment">*</span><span class="comment">
</span> SMLSZP = SMLSIZ + 1
<span class="comment">*</span><span class="comment">
</span> U = 1
VT = 1 + SMLSIZ*N
DIFL = VT + SMLSZP*N
DIFR = DIFL + NLVL*N
Z = DIFR + NLVL*N*2
C = Z + NLVL*N
S = C + N
POLES = S + N
GIVNUM = POLES + 2*NLVL*N
BX = GIVNUM + 2*NLVL*N
NWORK = BX + N*NRHS
<span class="comment">*</span><span class="comment">
</span> SIZEI = 1 + N
K = SIZEI + N
GIVPTR = K + N
PERM = GIVPTR + N
GIVCOL = PERM + NLVL*N
IWK = GIVCOL + NLVL*N*2
<span class="comment">*</span><span class="comment">
</span> ST = 1
SQRE = 0
ICMPQ1 = 1
ICMPQ2 = 0
NSUB = 0
<span class="comment">*</span><span class="comment">
</span> DO 50 I = 1, N
IF( ABS( D( I ) ).LT.EPS ) THEN
D( I ) = SIGN( EPS, D( I ) )
END IF
50 CONTINUE
<span class="comment">*</span><span class="comment">
</span> DO 60 I = 1, NM1
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