protected override void SolveInstance(IGH_DataAccess DA)
{
FemDesign.Calculate.Stage stage = FemDesign.Calculate.Stage.Default();
if (!DA.GetData(0, ref stage))
{
// pass
}
FemDesign.Calculate.Comb comb = FemDesign.Calculate.Comb.GetDefault();
if (!DA.GetData(1, ref comb))
{
// pass
}
FemDesign.Calculate.Freq freq = FemDesign.Calculate.Freq.Default();
if (!DA.GetData(2, ref freq))
{
// pass
}
FemDesign.Calculate.Footfall footfall = FemDesign.Calculate.Footfall.Default();
if (!DA.GetData(3, ref footfall))
{
// pass
}
bool calcCase = false;
if (!DA.GetData(4, ref calcCase))
{
// pass
}
bool calcCstage = false;
if (!DA.GetData(5, ref calcCstage))
{
// pass
}
bool calcImpf = false;
if (!DA.GetData(6, ref calcImpf))
{
// pass
}
bool calcComb = false;
if (!DA.GetData(7, ref calcComb))
{
// pass
}
bool calcGMax = false;
if (!DA.GetData(8, ref calcGMax))
{
// pass
}
bool calcStab = false;
if (!DA.GetData(9, ref calcStab))
{
// pass
}
bool calcFreq = false;
if (!DA.GetData(10, ref calcFreq))
{
// pass
}
bool calcSeis = false;
if (!DA.GetData(11, ref calcSeis))
{
// pass
}
bool calcDesign = false;
if (!DA.GetData(12, ref calcDesign))
{
// pass
}
bool calcFootfall = false;
if (!DA.GetData(13, ref calcFootfall))
{
// pass
}
bool elemFine = false;
if (!DA.GetData(14, ref elemFine))
{
// pass
}
bool diaphragm = false;
if (!DA.GetData(15, ref diaphragm))
{
// pass
}
bool peakSmoothing = false;
if (!DA.GetData(16, ref peakSmoothing))
{
// pass
}
if (stage == null || comb == null || freq == null)
{
// pass
}
//
FemDesign.Calculate.Analysis obj = new FemDesign.Calculate.Analysis(stage, comb, freq, footfall, calcCase, calcCstage, calcImpf, calcComb, calcGMax, calcStab, calcFreq, calcSeis, calcDesign, calcFootfall, elemFine, diaphragm, peakSmoothing);
// return
DA.SetData(0, obj);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
int NLEmaxiter = 30;
int PLdefloadstep = 20;
int PLminloadstep = 2;
int PLmaxeqiter = 30;
bool NLSMohr = true;
int NLSinitloadstep = 10;
int NLSminloadstep = 10;
int NLSactiveelemratio = 5;
int NLSplasticelemratio = 5;
int CRloadstep = 20;
int CRmaxiter = 30;
int CRstifferror = 2;
if (!DA.GetData(0, ref NLEmaxiter))
{
// pass
}
if (!DA.GetData(1, ref PLdefloadstep))
{
// pass
}
if (!DA.GetData(2, ref PLminloadstep))
{
// pass
}
if (!DA.GetData(3, ref PLmaxeqiter))
{
// pass
}
if (!DA.GetData(4, ref NLSMohr))
{
// pass
}
if (!DA.GetData(5, ref NLSinitloadstep))
{
// pass
}
if (!DA.GetData(6, ref NLSminloadstep))
{
// pass
}
if (!DA.GetData(7, ref NLSactiveelemratio))
{
// pass
}
if (!DA.GetData(8, ref NLSplasticelemratio))
{
// pass
}
if (!DA.GetData(9, ref CRloadstep))
{
// pass
}
if (!DA.GetData(10, ref CRmaxiter))
{
// pass
}
if (!DA.GetData(11, ref CRstifferror))
{
// pass
}
//
FemDesign.Calculate.Comb obj = new FemDesign.Calculate.Comb(NLEmaxiter, PLdefloadstep, PLminloadstep, PLmaxeqiter, NLSMohr, NLSinitloadstep, NLSminloadstep, NLSactiveelemratio, NLSplasticelemratio, CRloadstep, CRmaxiter, CRstifferror);
// return
DA.SetData(0, obj);
}
