internal AxModel()
{
//Show AxisVM GUI and setup AxisVM to remain opened when COM client finished
AxApp.CloseOnLastReleased = ELongBoolean.lbTrue; //Axis exits when script finishes
AxApp.AskCloseOnLastReleased = ELongBoolean.lbFalse; //Show close dialog before exit
AxApp.Visible = ELongBoolean.lbFalse; //set on lbFalse can improve speed
//Create new model
AxModels = AxApp.Models;
AxModel_ = AxModels.Item[AxModels.New()];
//create geometry
AxNodes = AxModel_.Nodes;
AxLines = AxModel_.Lines;
//material, section
code = ENationalDesignCode.ndcEuroCode; //currently limited to Eurocode
AxMaterials = AxModel_.Materials;
AxCrossSections = AxModel_.CrossSections;
//support
AxNodeSupport = AxModel_.NodesSupports;
//load
AxLoadCases = AxModel_.LoadCases;
AxLoads = AxModel_.Loads;
//calculation
AxCalc = AxModel_.Calculation;
AxResults = AxModel_.Results;
AxWindows = AxModel_.Windows;
}
public string StartAx(List <Line> ln)
{
AxisVMApplication AxApp = new AxisVMApplication();
AxisVMModels AxModels = new AxisVMModels();
AxisVMModel AxModel = new AxisVMModel();
AxisVMNodes AxNodes = new AxisVMNodes();
AxisVMLines AxLines = new AxisVMLines();
AxisVMLine AxLine = new AxisVMLine();
ELineGeomType geomType = new ELineGeomType();
RLineGeomData geomData = new RLineGeomData();
//Show AxisVM GUI and setup AxisVM to remain opened when COM client finished
AxApp.CloseOnLastReleased = ELongBoolean.lbFalse; //Axis doesn't exit when script finishes
AxApp.AskCloseOnLastReleased = ELongBoolean.lbFalse; //Show close dialog before exit
AxApp.Visible = ELongBoolean.lbFalse; //set on lbFalse can improve speed
//Check if COM client is loaded, otherwise wait until loaded
int k = 0;
ELongBoolean loaded = ELongBoolean.lbFalse;
while ((k < 30) && (loaded == ELongBoolean.lbFalse))
{
k++;
System.Threading.Thread.Sleep(2 * 1000); //wait for 2 sec, total waiting time is limited to 1 minute
loaded = ((IAxisVMApplication)AxApp).Loaded;
}
//Create new model
AxModels = AxApp.Models;
AxModel = AxModels.Item[1];
//create nodes
AxNodes = AxModel.Nodes;
List <Point3d> pt = new List <Point3d>();
Point3d newPt = new Point3d();
for (int i = 0; i < ln.Count; i++)
{
if (ln[i].Length > 0)
{
newPt = ln[i].From;
if (GetPointID(pt, newPt, 0.001) == -1)
{
pt.Add(newPt);
}
newPt = ln[i].To;
if (GetPointID(pt, newPt, 0.001) == -1)
{
pt.Add(newPt);
}
}
}
for (int i = 0; i < pt.Count; i++)
{
AxNodes.Add(pt[i].X, pt[i].Y, pt[i].Z);
}
//create lines, elements
AxLines = AxModel.Lines;
RPoint3d exc = new RPoint3d {
x = 0, y = 0, z = 0
};
int IDs = -1;
int IDe = -1;
int notValidLineCount = 0;
for (int i = 0; i < ln.Count; i++)
{
if (ln[i].Length > 0)
{
IDs = GetPointID(pt, ln[i].From, 0.001);
IDe = GetPointID(pt, ln[i].To, 0.001);
if ((IDs >= 0) && (IDe >= 0))
{
AxLines.Add(IDs, IDe, geomType, geomData);
AxLine = AxLines.Item[i + 1 - notValidLineCount];
}
else
{
return("node list is not complete");
}
}
else
{
notValidLineCount++;
}
}
AxApp.Visible = ELongBoolean.lbTrue;
AxApp.BringToFront();
return("ok");
}
public string StartAx(List <GH_AxMember> mb)
{
AxisVMApplication AxApp = new AxisVMApplication();
AxisVMModels AxModels = new AxisVMModels();
AxisVMModel AxModel = new AxisVMModel();
AxisVMMaterials AxMaterials = new AxisVMMaterials();
AxisVMMaterial AxMaterial = new AxisVMMaterial();
ENationalDesignCode code = new ENationalDesignCode();
AxisVMCrossSections AxCrossSections = new AxisVMCrossSections();
AxisVMCrossSection AxCrossSection = new AxisVMCrossSection();
AxisVMNodes AxNodes = new AxisVMNodes();
AxisVMLines AxLines = new AxisVMLines();
AxisVMLine AxLine = new AxisVMLine();
ELineGeomType geomType = new ELineGeomType();
RLineGeomData geomData = new RLineGeomData();
AxisVMMembers AxisMembers = new AxisVMMembers();
AxisVMNodalSupports AxNodalSupports = new AxisVMNodalSupports();
AxisVMMembers AxMembers = new AxisVMMembers();
AxisVMMember AxMember = new AxisVMMember();
//RRelease AxRelease = new RRelease();
//Show AxisVM GUI and setup AxisVM to remain opened when COM client finished
AxApp.CloseOnLastReleased = ELongBoolean.lbFalse; //Axis doesn't exit when script finishes
AxApp.AskCloseOnLastReleased = ELongBoolean.lbFalse; //Show close dialog before exit
AxApp.Visible = ELongBoolean.lbFalse; //set on lbFalse can improve speed
//Check if COM client is loaded, otherwise wait until loaded
int k = 0;
ELongBoolean loaded = ELongBoolean.lbFalse;
while ((k < 30) && (loaded == ELongBoolean.lbFalse))
{
k++;
System.Threading.Thread.Sleep(2 * 1000); //wait for 2 sec, total waiting time is limited to 1 minute
loaded = ((IAxisVMApplication)AxApp).Loaded;
}
//Create new model
AxModels = AxApp.Models;
AxModel = AxModels.Item[1];
//Create material
code = ENationalDesignCode.ndcEuroCode; //currently limited to Eurocode
AxMaterials = AxModel.Materials;
int[] MatID = new int[mb.Count]; //material ID for each structural member
List <string> Mstrs = new List <string>(); // list of material names already loaded
List <int> MIDs = new List <int>(); // list of material IDs already loaded
StringComparison sc = StringComparison.CurrentCultureIgnoreCase;
for (int i = 0; i < mb.Count; i++)
{
string Mstr = mb[i].Value.MatType;
//chcek if this material has already been defined or not
bool alreadyDefined = false;
for (int j = 0; j < Mstrs.Count; j++)
{
if (Mstrs[j].Equals(Mstr, sc))
{
MatID[i] = MIDs[j]; alreadyDefined = true;
}
}
if (!alreadyDefined)
{
MatID[i] = AxMaterials.AddFromCatalog(code, Mstr);
Mstrs.Add(Mstr);
MIDs.Add(MatID[i]);
AxMaterial = AxMaterials.Item[MatID[i]];
}
}
//Add cross sections
AxCrossSections = AxModel.CrossSections;
int[] SectID = new int[mb.Count]; //section ID for each structural member
List <string> CSstrs = new List <string>(); // list of sect names already loaded
List <int> CSIDs = new List <int>(); // list of sect IDs already loaded
for (int i = 0; i < mb.Count; i++)
{
string CSstr = mb[i].Value.SectType;
//chcek if this cross-section has already been defined or not
bool alreadyDefined = false;
for (int j = 0; j < CSstrs.Count; j++)
{
if (CSstrs[j].Equals(CSstr, sc))
{
SectID[i] = CSIDs[j]; alreadyDefined = true;
}
}
if (!alreadyDefined)
{
SectID[i] = GetCrossSection(CSstr, sc, AxCrossSections); //currently limited to pipe, I, Box
CSstrs.Add(CSstr);
CSIDs.Add(SectID[i]);
AxCrossSection = AxCrossSections.Item[SectID[i]];
}
}
//create nodes
AxNodes = AxModel.Nodes;
List <Point3d> pt = new List <Point3d>();
Point3d newPt = new Point3d();
for (int i = 0; i < mb.Count; i++)
{
newPt = mb[i].Value.Ln.From;
if (GetPointID(pt, newPt, 0.001) == -1)
{
pt.Add(newPt);
}
newPt = mb[i].Value.Ln.To;
if (GetPointID(pt, newPt, 0.001) == -1)
{
pt.Add(newPt);
}
}
for (int i = 0; i < pt.Count; i++)
{
AxNodes.Add(pt[i].X, pt[i].Y, pt[i].Z);
}
//create lines, elements
AxLines = AxModel.Lines;
RPoint3d exc = new RPoint3d {
x = 0, y = 0, z = 0
};
int IDs = -1;
int IDe = -1;
int notValidLineCount = 0; //... ezt meg kell ugy csinalni, mint a ExportLine-nal?
for (int i = 0; i < mb.Count; i++)
{
IDs = GetPointID(pt, mb[i].Value.Ln.From, 0.001);
IDe = GetPointID(pt, mb[i].Value.Ln.To, 0.001);
if ((IDs >= 0) && (IDe >= 0))
{
AxLines.Add(IDs, IDe, geomType, geomData);
AxLine = AxLines.Item[i + 1];
string Tstr = mb[i].Value.ElementType;
if (Tstr.Equals("truss"))
{
AxLine.DefineAsTruss(MatID[i], SectID[i], ELineNonLinearity.lnlTensionAndCompression, 0);
}
else if (Tstr.Equals("beam"))
{
AxLine.DefineAsBeam(MatID[i], SectID[i], SectID[i], exc, exc);
}
else if (Tstr.Equals("rib"))
{
AxLine.DefineAsRib(MatID[i], SectID[i], SectID[i], exc, exc);
}
;
}
else
{
return("node list is not complete");
}
}
//set the specified releases - assume rigid connections
//AxMember = AxMembers.Item[0];
//AxRelease.ReleaseType = EReleaseType.rtRigid;
//RReleases AxReleases = new RReleases
//{
// x = AxRelease,
// y = AxRelease,
// z = AxRelease,
// xx = AxRelease,
// yy = AxRelease,
// zz = AxRelease
//};
//AxMember.SetStartReleases(AxReleases);
//AxMember.SetEndReleases(AxReleases);
//set supports
//RNonLinearity NonLinearity = new RNonLinearity
//{
// x = ELineNonLinearity.lnlTensionAndCompression,
// y = ELineNonLinearity.lnlTensionAndCompression,
// z = ELineNonLinearity.lnlTensionAndCompression,
// xx = ELineNonLinearity.lnlTensionAndCompression,
// yy = ELineNonLinearity.lnlTensionAndCompression,
// zz = ELineNonLinearity.lnlTensionAndCompression
//};
//RResistances Resistances = new RResistances
//{
// x = 0,
// y = 0,
// z = 0,
// xx = 0,
// yy = 0,
// zz = 0
//};
//RStiffnesses Stiffness = new RStiffnesses
//{
// x = 1e10,
// y = 1e10,
// z = 1e10,
// xx = 1e10,
// yy = 1e10,
// zz = 1e10
//};
//AxNodalSupports.AddNodalBeamRelative(Stiffness, NonLinearity, Resistances, 1, 1);
AxApp.Visible = ELongBoolean.lbTrue;
AxApp.BringToFront();
return("ok");
}