本文整理汇总了C++中eigen::MatrixXi::sum方法的典型用法代码示例。如果您正苦于以下问题：C++ MatrixXi::sum方法的具体用法？C++ MatrixXi::sum怎么用？C++ MatrixXi::sum使用的例子？那么恭喜您, 这里精选的方法代码示例或许可以为您提供帮助。您也可以进一步了解该方法所在类eigen::MatrixXi的用法示例。
在下文中一共展示了MatrixXi::sum方法的3个代码示例，这些例子默认根据受欢迎程度排序。您可以为喜欢或者感觉有用的代码点赞，您的评价将有助于系统推荐出更棒的C++代码示例。
示例1: remove_unreferenced
IGL_INLINE void igl::remove_unreferenced(
const Eigen::PlainObjectBase<DerivedV> &V,
const Eigen::PlainObjectBase<DerivedF> &F,
Eigen::PlainObjectBase<DerivedNV> &NV,
Eigen::PlainObjectBase<DerivedNF> &NF,
Eigen::PlainObjectBase<DerivedI> &I)
{
// Mark referenced vertices
Eigen::MatrixXi mark = Eigen::MatrixXi::Zero(V.rows(),1);
for(int i=0; i<F.rows(); ++i)
{
for(int j=0; j<F.cols(); ++j)
{
if (F(i,j) != -1)
mark(F(i,j)) = 1;
}
}
// Sum the occupied cells
int newsize = mark.sum();
NV.resize(newsize,V.cols());
I.resize(V.rows(),1);
// Do a pass on the marked vector and remove the unreferenced vertices
int count = 0;
for(int i=0;i<mark.rows();++i)
{
if (mark(i) == 1)
{
NV.row(count) = V.row(i);
I(i) = count;
count++;
}
else
{
I(i) = -1;
}
}
NF.resize(F.rows(),F.cols());
// Apply I on F
for (int i=0; i<F.rows(); ++i)
{
Eigen::RowVectorXi t(F.cols());
for (int j=0; j<F.cols(); ++j)
t(j) = I(F(i,j));
NF.row(i) = t;
}
}示例2: drawCuts
void drawCuts(igl::viewer::Viewer& viewer,
const Eigen::MatrixXi &cuts)
{
int maxCutNum = cuts.sum();
Eigen::MatrixXd start(maxCutNum,3);
Eigen::MatrixXd end(maxCutNum,3);
int ind = 0;
for (unsigned int i=0;i<F.rows();i++)
for (int j=0;j<3;j++)
if (cuts(i,j))
{
start.row(ind) = V.row(F(i,j));
end.row(ind) = V.row(F(i,(j+1)%3));
ind++;
}
viewer.data.add_edges(start, end , Eigen::RowVector3d(1.,0,1.));
}示例3: key_down
bool key_down(igl::viewer::Viewer& viewer, unsigned char key, int modifier)
{
if (key == 'E')
{
extend_arrows = !extend_arrows;
}
if (key <'1' || key >'8')
return false;
viewer.data.clear();
viewer.core.show_lines = false;
viewer.core.show_texture = false;
if (key == '1')
{
// Cross field
viewer.data.set_mesh(V, F);
viewer.data.add_edges(extend_arrows ? B - global_scale*X1 : B, B + global_scale*X1 ,Eigen::RowVector3d(1,0,0));
viewer.data.add_edges(extend_arrows ? B - global_scale*X2 : B, B + global_scale*X2 ,Eigen::RowVector3d(0,0,1));
}
if (key == '2')
{
// Bisector field
viewer.data.set_mesh(V, F);
viewer.data.add_edges(extend_arrows ? B - global_scale*BIS1 : B, B + global_scale*BIS1 ,Eigen::RowVector3d(1,0,0));
viewer.data.add_edges(extend_arrows ? B - global_scale*BIS2 : B, B + global_scale*BIS2 ,Eigen::RowVector3d(0,0,1));
}
if (key == '3')
{
// Bisector field combed
viewer.data.set_mesh(V, F);
viewer.data.add_edges(extend_arrows ? B - global_scale*BIS1_combed : B, B + global_scale*BIS1_combed ,Eigen::RowVector3d(1,0,0));
viewer.data.add_edges(extend_arrows ? B - global_scale*BIS2_combed : B, B + global_scale*BIS2_combed ,Eigen::RowVector3d(0,0,1));
}
if (key == '4')
{
// Singularities and cuts
viewer.data.set_mesh(V, F);
// Plot cuts
int l_count = Seams.sum();
Eigen::MatrixXd P1(l_count,3);
Eigen::MatrixXd P2(l_count,3);
for (unsigned i=0; i<Seams.rows(); ++i)
{
for (unsigned j=0; j<Seams.cols(); ++j)
{
if (Seams(i,j) != 0)
{
P1.row(l_count-1) = V.row(F(i,j));
P2.row(l_count-1) = V.row(F(i,(j+1)%3));
l_count--;
}
}
}
viewer.data.add_edges(P1, P2, Eigen::RowVector3d(1, 0, 0));
// Plot the singularities as colored dots (red for negative, blue for positive)
for (unsigned i=0; i<singularityIndex.size(); ++i)
{
if (singularityIndex(i) < 2 && singularityIndex(i) > 0)
viewer.data.add_points(V.row(i),Eigen::RowVector3d(1,0,0));
else if (singularityIndex(i) > 2)
viewer.data.add_points(V.row(i),Eigen::RowVector3d(0,1,0));
}
}
if (key == '5')
{
// Singularities and cuts, original field
// Singularities and cuts
viewer.data.set_mesh(V, F);
viewer.data.add_edges(extend_arrows ? B - global_scale*X1_combed : B, B + global_scale*X1_combed ,Eigen::RowVector3d(1,0,0));
viewer.data.add_edges(extend_arrows ? B - global_scale*X2_combed : B, B + global_scale*X2_combed ,Eigen::RowVector3d(0,0,1));
// Plot cuts
int l_count = Seams.sum();
Eigen::MatrixXd P1(l_count,3);
Eigen::MatrixXd P2(l_count,3);
for (unsigned i=0; i<Seams.rows(); ++i)
{
for (unsigned j=0; j<Seams.cols(); ++j)
{
if (Seams(i,j) != 0)
{
P1.row(l_count-1) = V.row(F(i,j));
P2.row(l_count-1) = V.row(F(i,(j+1)%3));
l_count--;
}
}
}
//.........这里部分代码省略.........