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203 changes: 203 additions & 0 deletions
203
FemDesign.Grasshopper/Calculate/OBSOLETE/CalculationParametersAnalysisDefine_OBSOLETE2212.cs
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|---|---|---|
| @@ -0,0 +1,203 @@ | ||
| // https://strusoft.com/ | ||
| using System; | ||
| using Grasshopper.Kernel; | ||
|
|
||
| namespace FemDesign.Grasshopper | ||
| { | ||
| public class CalculationParametersAnalysisDefine_OBSOLETE2212 : FEM_Design_API_Component | ||
| { | ||
| public CalculationParametersAnalysisDefine_OBSOLETE2212() : base("Analysis.Define", "Analysis", "Set parameters for analysis.", CategoryName.Name(), SubCategoryName.Cat7a()) | ||
| { | ||
|
|
||
| } | ||
| protected override void RegisterInputParams(GH_InputParamManager pManager) | ||
| { | ||
| pManager.AddGenericParameter("StageSetting", "StageSetting", "Definition for construction stage calculation method. Optional, if undefined default values will be used - for reference please see default values of Stage.Define component.", GH_ParamAccess.item); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddGenericParameter("Comb", "Comb", "Load combination calculation options. Optional, if undefined default values will be used - for reference please see default values of Comb.Define component.", GH_ParamAccess.item); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddGenericParameter("Stability", "Stability", "Stability calculation options.", GH_ParamAccess.item); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddGenericParameter("Imperfection", "Imperfection", "Imperfection calculation options.", GH_ParamAccess.item); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddGenericParameter("Freq", "Freq", "Eigienfrequency calculation options. Optional, if undefined default values will be used - for reference please see default values of Freq.Define component.", GH_ParamAccess.item); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddGenericParameter("Footfall", "Footfall", "Footfall calculation options. Optional, if undefined default values will be used - for reference please see default values of Footfall.Define component.", GH_ParamAccess.item); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddBooleanParameter("calcCase", "calcCase", "Load cases.", GH_ParamAccess.item, true); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddBooleanParameter("calcComb", "calcComb", "Load combinations", GH_ParamAccess.item, true); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddBooleanParameter("calcCstage", "calcCstage", "Construction stages.", GH_ParamAccess.item, false); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddBooleanParameter("calcImpf", "calcImpf", "Imperfections", GH_ParamAccess.item, false); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddBooleanParameter("calcGmax", "calcGmax", "Maximum of load groups.", GH_ParamAccess.item, false); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddBooleanParameter("calcStab", "calcStab", "Stability analysis.", GH_ParamAccess.item, false); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddBooleanParameter("calcFreq", "calcFreq", "Eigenfrequencies", GH_ParamAccess.item, false); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddBooleanParameter("calcSeis", "calcSeis", "Seismic analysis.", GH_ParamAccess.item, false); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddBooleanParameter("calcDesign", "calcDesign", "Design calculations", GH_ParamAccess.item, false); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddBooleanParameter("calcFootfall", "calcFootfall", "Footfall analysis", GH_ParamAccess.item, false); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddBooleanParameter("elemfine", "elemfine", "Fine or standard elements", GH_ParamAccess.item, true); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddIntegerParameter("diaphragm", "diaphragm", "Diaphragm calculation.", GH_ParamAccess.item, 0); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| pManager.AddBooleanParameter("peakSmoothing", "peakSmoothing", "Peak smoothing of internal forces", GH_ParamAccess.item, false); | ||
| pManager[pManager.ParamCount - 1].Optional = true; | ||
| } | ||
| protected override void RegisterOutputParams(GH_OutputParamManager pManager) | ||
| { | ||
| pManager.AddGenericParameter("Analysis", "Analysis", "Analysis.", GH_ParamAccess.item); | ||
| } | ||
| protected override void SolveInstance(IGH_DataAccess DA) | ||
| { | ||
| FemDesign.Calculate.Stage stage = null; | ||
| if (!DA.GetData(0, ref stage)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
|
|
||
| FemDesign.Calculate.Comb _comb = FemDesign.Calculate.Comb.Default(); | ||
| if (!DA.GetData(1, ref _comb)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
|
|
||
| FemDesign.Calculate.Stability _stability = null; | ||
| if (!DA.GetData(2, ref _stability)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
|
|
||
| FemDesign.Calculate.Imperfection _imperfection = null; | ||
| if (!DA.GetData(3, ref _imperfection)) | ||
| { | ||
| //pass | ||
| } | ||
|
|
||
| FemDesign.Calculate.Freq _freq = null; | ||
| if (!DA.GetData(4, ref _freq)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
| FemDesign.Calculate.Footfall _footfall = null; | ||
| if (!DA.GetData(5, ref _footfall)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
| bool calcCase = false; | ||
| if (!DA.GetData("calcCase", ref calcCase)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
| bool calcComb = false; | ||
| if (!DA.GetData("calcComb", ref calcComb)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
| bool calcCstage = false; | ||
| if (!DA.GetData(8, ref calcCstage)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
| bool calcImpf = false; | ||
| if (!DA.GetData(9, ref calcImpf)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
|
|
||
| bool calcGMax = false; | ||
| if (!DA.GetData(10, ref calcGMax)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
| bool calcStab = false; | ||
| if (!DA.GetData(11, ref calcStab)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
| bool calcFreq = false; | ||
| if (!DA.GetData(12, ref calcFreq)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
| bool calcSeis = false; | ||
| if (!DA.GetData(13, ref calcSeis)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
| bool calcDesign = false; | ||
| if (!DA.GetData(14, ref calcDesign)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
| bool calcFootfall = false; | ||
| if (!DA.GetData(15, ref calcFootfall)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
| bool elemFine = true; | ||
| if (!DA.GetData(16, ref elemFine)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
| int diaphragm = 0; | ||
| if (!DA.GetData(17, ref diaphragm)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
| bool peakSmoothing = false; | ||
| if (!DA.GetData(18, ref peakSmoothing)) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
| if (stage == null || _comb == null || _freq == null) | ||
| { | ||
| // pass | ||
| } | ||
|
|
||
| // | ||
| FemDesign.Calculate.Analysis obj = new FemDesign.Calculate.Analysis(stage, _stability.DeepClone(), _imperfection.DeepClone(), _comb.DeepClone(), _freq.DeepClone(), _footfall.DeepClone(), calcCase, calcCstage, calcImpf, calcComb, calcGMax, calcStab, calcFreq, calcSeis, calcDesign, calcFootfall, elemFine, diaphragm, peakSmoothing); | ||
|
|
||
| // return | ||
| DA.SetData(0, obj); | ||
| } | ||
| protected override System.Drawing.Bitmap Icon | ||
| { | ||
| get | ||
| { | ||
| return FemDesign.Properties.Resources.AnalysisDefine; | ||
| } | ||
| } | ||
| public override Guid ComponentGuid | ||
| { | ||
| get { return new Guid("{859B03EA-4AF7-4F30-8788-C6A7B3EC0072}"); } | ||
| } | ||
|
|
||
| public override GH_Exposure Exposure => GH_Exposure.hidden; | ||
| } | ||
| } |
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