internal static void GetSection(ref K2SSecSteelItems secSteel, Model kModel, int croSecId)
{
switch (kModel.crosecs[croSecId])
{
case KCroSec.CroSec_Trapezoid secTrapezoid:
AddTrapezoidSection(ref secSteel, secTrapezoid);
break;
case KCroSec.CroSec_Box secBox:
AddBoxSection(ref secSteel, secBox);
break;
case KCroSec.CroSec_T secT:
AddTShapeSection(ref secSteel, secT);
break;
case KCroSec.CroSec_I secH:
AddHShapeSection(ref secSteel, secH);
break;
case KCroSec.CroSec_Circle secCircle:
AddCircleSection(ref secSteel, secCircle);
break;
default:
AddUnsupportedSection(ref secSteel, kModel, croSecId);
break;
}
}
private void ModelTrussToStbBrace(List <StbSecBrace_S> secBrace_S, K2SSecSteelItems secSteel, ICollection <StbBrace> braces, ModelTruss modelTruss)
{
int trussCroSecId = _croSecNames.IndexOf(modelTruss.crosec.name);
braces.Add(K2StbMemberItems.CreateBrace(modelTruss, trussCroSecId));
if (_registeredCroSecId[2].IndexOf(trussCroSecId) < 0)
{
AddBraceSection(secBrace_S, secSteel, trussCroSecId, _tagNum[2]++);
}
}
private void AddBraceSection(ICollection <StbSecBrace_S> secBrace_S, K2SSecSteelItems secSteel, int croSecId, int vNum)
{
secBrace_S.Add(K2StbSections.BraceSteel(croSecId, vNum, _kModel));
_registeredCroSecId[2].Add(croSecId);
if (_registeredCroSecName[2].IndexOf(_kModel.crosecs[croSecId].name) < 0)
{
K2StbSecSteel.GetSection(ref secSteel, _kModel, croSecId);
_registeredCroSecName[2].Add(_kModel.crosecs[croSecId].name);
}
}
private static void AddCircleSection(ref K2SSecSteelItems secSteel, KCroSec.CroSec_Circle secCircle)
{
var pipe = new StbSecPipe
{
name = secCircle.name,
D = secCircle.getHeight() * 1000,
t = secCircle.thick * 1000
};
if (secSteel.SecPipes == null)
{
secSteel.SecPipes = new List <StbSecPipe>();
}
secSteel.SecPipes.Add(pipe);
}
private static void AddTrapezoidSection(ref K2SSecSteelItems secSteel, KCroSec.CroSec_Trapezoid secTrapezoid)
{
var trapezoid = new StbSecFlatBar
{
name = secTrapezoid.name,
B = secTrapezoid._height * 1000,
t = secTrapezoid.uf_width * 1000
};
if (secSteel.SecFlatBars == null)
{
secSteel.SecFlatBars = new List <StbSecFlatBar>();
}
secSteel.SecFlatBars.Add(trapezoid);
}
public StbModel SetByAngle(double colMaxAngle)
{
// TODO: リストが大量にあるの直す
var columns = new List <StbColumn>();
var girders = new List <StbGirder>();
var braces = new List <StbBrace>();
var secBeams_S = new List <StbSecBeam_S>();
var secBeams_Rc = new List <StbSecBeam_RC>();
var secColumn_S = new List <StbSecColumn_S>();
var secColumn_Rc = new List <StbSecColumn_RC>();
var secBrace_S = new List <StbSecBrace_S>();
var secSteel = new K2SSecSteelItems();
foreach (ModelElement elem in _kModel.elems)
{
if (!(elem is ModelElementStraightLine))
{
continue;
}
Karamba.Geometry.Point3 to = _kModel.nodes[elem.node_inds[0]].pos;
Karamba.Geometry.Point3 from = _kModel.nodes[elem.node_inds[1]].pos;
var elemLine = new Line(new Point3d(to.X, to.Y, to.Z), new Point3d(from.X, from.Y, from.Z));
double pAngle = Vector3d.VectorAngle(elemLine.Direction, Vector3d.ZAxis);
double nAngle = Vector3d.VectorAngle(elemLine.Direction, -Vector3d.ZAxis);
switch (elem)
{
case ModelBeam modelBeam:
ModelBeamToStbColumnAndGirder(secBeams_Rc, secBeams_S, secColumn_Rc, secColumn_S, secSteel, colMaxAngle, columns, girders, pAngle, nAngle, modelBeam);
break;
case ModelTruss modelTruss:
ModelTrussToStbBrace(secBrace_S, secSteel, braces, modelTruss);
break;
default:
throw new ArgumentException("Karamba3D model parse error.");
}
}
StbMembers members = BindMemberProps(columns, girders, braces);
StbSections sections = BindSectionProps(secBeams_S, secBeams_Rc, secColumn_S, secColumn_Rc, secBrace_S, secSteel);
return(new StbModel()
{
StbNodes = _kModel.nodes.ToStb(), StbMembers = members, StbSections = sections
});
}
private static StbSections BindSectionProps(
IEnumerable <StbSecBeam_S> secBeams_S, IEnumerable <StbSecBeam_RC> secBeams_Rc,
IEnumerable <StbSecColumn_S> secColumn_S, IEnumerable <StbSecColumn_RC> secColumn_Rc,
IEnumerable <StbSecBrace_S> secBrace_S,
K2SSecSteelItems secSteelItems)
{
return(new StbSections
{
StbSecColumn_S = secColumn_S.ToArray(),
StbSecColumn_RC = secColumn_Rc.ToArray(),
StbSecBeam_S = secBeams_S.ToArray(),
StbSecBeam_RC = secBeams_Rc.ToArray(),
StbSecBrace_S = secBrace_S.ToArray(),
StbSecSteel = secSteelItems.ToStb(),
});
}
private static void AddUnsupportedSection(ref K2SSecSteelItems secSteel, Model kModel, int croSecId)
{
var unsupported = new StbSecPipe
{
name = kModel.crosecs[croSecId].name,
D = 10,
t = 1
};
if (secSteel.SecPipes == null)
{
secSteel.SecPipes = new List <StbSecPipe>();
}
secSteel.SecPipes.Add(unsupported);
}
private static void AddTShapeSection(ref K2SSecSteelItems secSteel, KCroSec.CroSec_T secT)
{
var tShape = new StbSecRollT
{
name = secT.name,
A = secT._height * 1000,
B = secT.maxWidth() * 1000,
r = secT.fillet_r * 1000,
t1 = secT.w_thick * 1000,
t2 = secT.uf_thick * 1000,
type = StbSecRollTType.T,
};
if (secSteel.SecRollTs == null)
{
secSteel.SecRollTs = new List <StbSecRollT>();
}
secSteel.SecRollTs.Add(tShape);
}
private static void AddHShapeSection(ref K2SSecSteelItems secSteel, KCroSec.CroSec_I secH)
{
var hShape = new StbSecRollH
{
name = secH.name,
A = secH._height * 1000,
B = secH.maxWidth() * 1000,
r = secH.fillet_r * 1000,
t1 = secH.w_thick * 1000,
t2 = secH.uf_thick * 1000,
type = StbSecRollHType.H
};
if (secSteel.SecRollHs == null)
{
secSteel.SecRollHs = new List <StbSecRollH>();
}
secSteel.SecRollHs.Add(hShape);
}
private static void AddBoxSection(ref K2SSecSteelItems secSteel, KCroSec.CroSec_Box secBox)
{
double[] thickness = { secBox.w_thick, secBox.uf_thick, secBox.lf_thick };
var box = new StbSecRollBOX
{
name = secBox.name,
A = secBox._height * 1000,
B = secBox.maxWidth() * 1000,
r = secBox.fillet_r * 1000,
t = thickness.Max() * 1000,
type = StbSecRollBOXType.ELSE,
};
if (secSteel.SecRollBoxes == null)
{
secSteel.SecRollBoxes = new List <StbSecRollBOX>();
}
secSteel.SecRollBoxes.Add(box);
}
private void AddColumnSection(ICollection <StbSecColumn_S> secColumns_S, ICollection <StbSecColumn_RC> secColumns_RC, K2SSecSteelItems secSteel, StbColumnKind_structure kind, int croSecId, int cNum)
{
switch (kind)
{
case StbColumnKind_structure.S:
secColumns_S.Add(K2StbSections.ColumnSteel(croSecId, cNum, _kModel));
if (_registeredCroSecName[0].IndexOf(_kModel.crosecs[croSecId].name) < 0)
{
K2StbSecSteel.GetSection(ref secSteel, _kModel, croSecId);
_registeredCroSecName[0].Add(_kModel.crosecs[croSecId].name);
}
break;
case StbColumnKind_structure.RC:
secColumns_RC.Add(K2StbSections.ColumnRc(croSecId, cNum, _kModel));
break;
default:
throw new ArgumentException("Make sure that the family name of the material is \"Concrete\" or \"Steel\".");
}
_registeredCroSecId[0].Add(croSecId);
}
private void ModelBeamToStbColumnAndGirder(
List <StbSecBeam_RC> secBeams_RC, List <StbSecBeam_S> secBeams_S, List <StbSecColumn_RC> secColumn_RC, List <StbSecColumn_S> secColumn_S, K2SSecSteelItems secSteel,
double colMaxAngle, ICollection <StbColumn> columns, ICollection <StbGirder> girders, double pAngle, double nAngle, ModelBeam modelBeam)
{
int croSecId = _croSecNames.IndexOf(modelBeam.crosec.name);
bool positive = pAngle <= colMaxAngle && pAngle >= -1d * colMaxAngle;
bool negative = nAngle <= colMaxAngle && nAngle >= -1d * colMaxAngle;
if (positive || negative)
{
var kind = GetColumnStructureKind(modelBeam.crosec.material.family);
columns.Add(K2StbMemberItems.CreateColumn(modelBeam, croSecId, kind));
if (_registeredCroSecId[0].IndexOf(croSecId) < 0)
{
AddColumnSection(secColumn_S, secColumn_RC, secSteel, kind, croSecId, _tagNum[0]++);
}
}
else
{
var kind = GetGirderStructureKind(modelBeam.crosec.material.family);
girders.Add(K2StbMemberItems.CreateGirder(modelBeam, croSecId, kind));
if (_registeredCroSecId[1].IndexOf(croSecId) < 0)
{
AddBeamSection(secBeams_S, secBeams_RC, secSteel, kind, croSecId, _tagNum[1]++);
}
}
}