/* -*- Mode: C++; tab-width: 4; indent-tabs-mode: nil; c-basic-offset: 4 -*- */ /* * This file is part of the LibreOffice project. * * This Source Code Form is subject to the terms of the Mozilla Public * License, v. 2.0. If a copy of the MPL was not distributed with this * file, You can obtain one at http://mozilla.org/MPL/2.0/. * * This file incorporates work covered by the following license notice: * * Licensed to the Apache Software Foundation (ASF) under one or more * contributor license agreements. See the NOTICE file distributed * with this work for additional information regarding copyright * ownership. The ASF licenses this file to you under the Apache * License, Version 2.0 (the "License"); you may not use this file * except in compliance with the License. You may obtain a copy of * the License at http://www.apache.org/licenses/LICENSE-2.0 .
*/
/* Compute the determinant, given the adjoint matrix */ double B2DHomMatrix::computeDeterminant(constdouble (&dst)[6]) const
{ return mfValues[0][0] * dst[0] + mfValues[0][1] * dst[3];
}
B2DHomMatrix& B2DHomMatrix::operator*=(const B2DHomMatrix& rMat)
{ if(rMat.isIdentity())
{ // multiply with identity, no change -> nothing to do
} elseif(isIdentity())
{ // we are identity, result will be rMat -> assign
*this = rMat;
} else
{ // multiply
doMulMatrix(rMat);
}
return *this;
}
void B2DHomMatrix::doMulMatrix(const B2DHomMatrix& rMat)
{ // create a copy as source for the original values const B2DHomMatrix aCopy(*this);
for(sal_uInt16 a(0); a < 2; ++a)
{ for(sal_uInt16 b(0); b < 3; ++b)
{ double fValue = 0.0;
void B2DHomMatrix::shearX(double fSx)
{ // #i76239# do not test against 1.0, but against 0.0. We are talking about a value not on the diagonal (!) if(!fTools::equalZero(fSx))
{
B2DHomMatrix aShearXMat;
aShearXMat.set(0, 1, fSx);
doMulMatrix(aShearXMat);
}
}
void B2DHomMatrix::shearY(double fSy)
{ // #i76239# do not test against 1.0, but against 0.0. We are talking about a value not on the diagonal (!) if(!fTools::equalZero(fSy))
{
B2DHomMatrix aShearYMat;
aShearYMat.set(1, 0, fSy);
doMulMatrix(aShearYMat);
}
}
/** Decomposition
New, optimized version with local shearX detection. Old version (keeping below, is working well, too) used the 3D matrix decomposition when shear was used. Keeping old version as comment below since it may get necessary to add the determinant() test from there here, too.
*/ bool B2DHomMatrix::decompose(B2DTuple& rScale, B2DTuple& rTranslate, double& rRotate, double& rShearX) const
{ // reset rotate and shear and copy translation values in every case
rRotate = rShearX = 0.0;
rTranslate.setX(get(0, 2));
rTranslate.setY(get(1, 2));
// test for rotation and shear if(fTools::equalZero(get(0, 1)) && fTools::equalZero(get(1, 0)))
{ // no rotation and shear, copy scale values
rScale.setX(get(0, 0));
rScale.setY(get(1, 1));
// or is there? if( rScale.getX() < 0 && rScale.getY() < 0 )
{ // there is - 180 degree rotated
rScale *= -1;
rRotate = M_PI;
}
} else
{ // get the unit vectors of the transformation -> the perpendicular vectors
B2DVector aUnitVecX(get(0, 0), get(1, 0));
B2DVector aUnitVecY(get(0, 1), get(1, 1)); constdouble fScalarXY(aUnitVecX.scalar(aUnitVecY));
// Test if shear is zero. That's the case if the unit vectors in the matrix // are perpendicular -> scalar is zero. This is also the case when one of // the unit vectors is zero. if(fTools::equalZero(fScalarXY))
{ // calculate unsigned scale values
rScale.setX(aUnitVecX.getLength());
rScale.setY(aUnitVecY.getLength());
// check unit vectors for zero lengths constbool bXIsZero(fTools::equalZero(rScale.getX())); constbool bYIsZero(fTools::equalZero(rScale.getY()));
if(bXIsZero || bYIsZero)
{ // still extract as much as possible. Scalings are already set if(!bXIsZero)
{ // get rotation of X-Axis
rRotate = atan2(aUnitVecX.getY(), aUnitVecX.getX());
} elseif(!bYIsZero)
{ // get rotation of X-Axis. When assuming X and Y perpendicular // and correct rotation, it's the Y-Axis rotation minus 90 degrees
rRotate = atan2(aUnitVecY.getY(), aUnitVecY.getX()) - M_PI_2;
}
// one or both unit vectors do not exist, determinant is zero, no decomposition possible. // Eventually used rotations or shears are lost returnfalse;
} else
{ // no shear // calculate rotation of X unit vector relative to (1, 0)
rRotate = atan2(aUnitVecX.getY(), aUnitVecX.getX());
// use orientation to evtl. correct sign of Y-Scale constdouble fCrossXY(aUnitVecX.cross(aUnitVecY));
if(fCrossXY < 0.0)
{
rScale.setY(-rScale.getY());
}
}
} else
{ // fScalarXY is not zero, thus both unit vectors exist. No need to handle that here // shear, extract it double fCrossXY(aUnitVecX.cross(aUnitVecY));
// get rotation by calculating angle of X unit vector relative to (1, 0). // This is before the parallel test following the motto to extract // as much as possible
rRotate = atan2(aUnitVecX.getY(), aUnitVecX.getX());
// get unsigned scale value for X. It will not change and is useful // for further corrections
rScale.setX(aUnitVecX.getLength());
if(fTools::equalZero(fCrossXY))
{ // extract as much as possible
rScale.setY(aUnitVecY.getLength());
// unit vectors are parallel, thus not linear independent. No // useful decomposition possible. This should not happen since // the only way to get the unit vectors nearly parallel is // a very big shearing. Anyways, be prepared for hand-filled // matrices // Eventually used rotations or shears are lost returnfalse;
} else
{ // calculate the contained shear
rShearX = fScalarXY / fCrossXY;
if(!fTools::equalZero(rRotate))
{ // To be able to correct the shear for aUnitVecY, rotation needs to be // removed first. Correction of aUnitVecX is easy, it will be rotated back to (1, 0).
aUnitVecX.setX(rScale.getX());
aUnitVecX.setY(0.0);
// for Y correction we rotate the UnitVecY back about -rRotate constdouble fNegRotate(-rRotate); constdouble fSin(sin(fNegRotate)); constdouble fCos(cos(fNegRotate));
// Correct aUnitVecY and fCrossXY to fShear=0. Rotation is already removed. // Shear correction can only work with removed rotation
aUnitVecY.setX(aUnitVecY.getX() - (aUnitVecY.getY() * rShearX));
fCrossXY = aUnitVecX.cross(aUnitVecY);
// calculate unsigned scale value for Y, after the corrections since // the shear correction WILL change the length of aUnitVecY
rScale.setY(aUnitVecY.getLength());
// use orientation to set sign of Y-Scale if(fCrossXY < 0.0)
{
rScale.setY(-rScale.getY());
}
}
}
}
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