public static string ToNative(this StructuralMaterialSteel mat) { return(new GSAMaterialSteel() { Value = mat }.SetGWACommand()); }
public static string ToNative(this StructuralMaterialSteel mat) { return(SchemaConversion.Helper.ToNativeTryCatch(mat, () => new GSAMaterialSteel() { Value = mat }.SetGWACommand())); }
public void ParseGWACommand() { if (this.GWACommand == null) { return; } var obj = new StructuralMaterialSteel(); var pieces = this.GWACommand.ListSplit("\t"); var counter = 1; // Skip identifier this.GSAId = Convert.ToInt32(pieces[counter++]); obj.ApplicationId = HelperClass.GetApplicationId(this.GetGSAKeyword(), this.GSAId); counter++; // MAT.8 obj.Name = pieces[counter++].Trim(new char[] { '"' }); counter++; // Unlocked obj.YoungsModulus = Convert.ToDouble(pieces[counter++]); obj.PoissonsRatio = Convert.ToDouble(pieces[counter++]); obj.ShearModulus = Convert.ToDouble(pieces[counter++]); obj.Density = Convert.ToDouble(pieces[counter++]); obj.CoeffThermalExpansion = Convert.ToDouble(pieces[counter++]); // Failure strain is found before MAT_CURVE_PARAM.2 var strainIndex = Array.FindIndex(pieces, x => x.StartsWith("MAT_CURVE_PARAM")); if (strainIndex > 0) { obj.MaxStrain = Convert.ToDouble(pieces[strainIndex - 1]); } // Skip to last fourth to last counter = pieces.Count() - 4; obj.YieldStrength = Convert.ToDouble(pieces[counter++]); obj.UltimateStrength = Convert.ToDouble(pieces[counter++]); this.Value = obj; }
public static List <SpeckleObject> ToSpeckle(this AnalyticalModelSurface mySurface) { var returnObjects = new List <SpeckleObject>(); if (!mySurface.IsEnabled()) { return(new List <SpeckleObject>()); } // Get the family var myRevitElement = Doc.GetElement(mySurface.GetElementId()); var type = Structural2DElementType.Generic; if (myRevitElement is Floor) { type = Structural2DElementType.Slab; } else if (myRevitElement is Wall) { type = Structural2DElementType.Wall; } // Voids first var voidLoops = mySurface.GetLoops(AnalyticalLoopType.Void); foreach (var loop in voidLoops) { var coor = new List <double>(); foreach (var curve in loop) { var points = curve.Tessellate(); foreach (var p in points.Skip(1)) { coor.Add(p.X / Scale); coor.Add(p.Y / Scale); coor.Add(p.Z / Scale); } } returnObjects.Add(new Structural2DVoid(coor.ToArray(), null)); } var polylines = new List <double[]>(); var loops = mySurface.GetLoops(AnalyticalLoopType.External); foreach (var loop in loops) { var coor = new List <double>(); foreach (var curve in loop) { var points = curve.Tessellate(); foreach (var p in points.Skip(1)) { coor.Add(p.X / Scale); coor.Add(p.Y / Scale); coor.Add(p.Z / Scale); } } polylines.Add(coor.ToArray()); } var coordinateSystem = mySurface.GetLocalCoordinateSystem(); var axis = coordinateSystem == null ? null : new StructuralAxis( new StructuralVectorThree(new double[] { coordinateSystem.BasisX.X, coordinateSystem.BasisX.Y, coordinateSystem.BasisX.Z }), new StructuralVectorThree(new double[] { coordinateSystem.BasisY.X, coordinateSystem.BasisY.Y, coordinateSystem.BasisY.Z }), new StructuralVectorThree(new double[] { coordinateSystem.BasisZ.X, coordinateSystem.BasisZ.Y, coordinateSystem.BasisZ.Z }) ); // Property string sectionID = null; try { var mySection = new Structural2DProperty(); mySection.Name = Doc.GetElement(myRevitElement.GetTypeId()).Name; mySection.ApplicationId = Doc.GetElement(myRevitElement.GetTypeId()).UniqueId; if (myRevitElement is Floor) { var myFloor = myRevitElement as Floor; mySection.Thickness = myFloor.get_Parameter(BuiltInParameter.FLOOR_ATTR_THICKNESS_PARAM).AsDouble() / Scale; } else if (myRevitElement is Wall) { var myWall = myRevitElement as Wall; mySection.Thickness = myWall.WallType.Width / Scale; } try { // Material Material myMat = null; StructuralAsset matAsset = null; if (myRevitElement is Floor) { var myFloor = myRevitElement as Floor; myMat = Doc.GetElement(myFloor.FloorType.StructuralMaterialId) as Material; } else if (myRevitElement is Wall) { var myWall = myRevitElement as Wall; myMat = Doc.GetElement(myWall.WallType.get_Parameter(BuiltInParameter.STRUCTURAL_MATERIAL_PARAM).AsElementId()) as Material; } SpeckleObject myMaterial = null; matAsset = ((PropertySetElement)Doc.GetElement(myMat.StructuralAssetId)).GetStructuralAsset(); var matType = myMat.MaterialClass; switch (matType) { case "Concrete": var concMat = new StructuralMaterialConcrete(); concMat.ApplicationId = myMat.UniqueId; concMat.Name = Doc.GetElement(myMat.StructuralAssetId).Name; concMat.YoungsModulus = matAsset.YoungModulus.X; concMat.ShearModulus = matAsset.ShearModulus.X; concMat.PoissonsRatio = matAsset.PoissonRatio.X; concMat.Density = matAsset.Density; concMat.CoeffThermalExpansion = matAsset.ThermalExpansionCoefficient.X; concMat.CompressiveStrength = matAsset.ConcreteCompression; concMat.MaxStrain = 0; concMat.AggragateSize = 0; myMaterial = concMat; break; case "Steel": var steelMat = new StructuralMaterialSteel(); steelMat.ApplicationId = myMat.UniqueId; steelMat.Name = Doc.GetElement(myMat.StructuralAssetId).Name; steelMat.YoungsModulus = matAsset.YoungModulus.X; steelMat.ShearModulus = matAsset.ShearModulus.X; steelMat.PoissonsRatio = matAsset.PoissonRatio.X; steelMat.Density = matAsset.Density; steelMat.CoeffThermalExpansion = matAsset.ThermalExpansionCoefficient.X; steelMat.YieldStrength = matAsset.MinimumYieldStress; steelMat.UltimateStrength = matAsset.MinimumTensileStrength; steelMat.MaxStrain = 0; myMaterial = steelMat; break; default: var defMat = new StructuralMaterialSteel(); defMat.ApplicationId = myMat.UniqueId; defMat.Name = Doc.GetElement(myMat.StructuralAssetId).Name; myMaterial = defMat; break; } myMaterial.GenerateHash(); mySection.MaterialRef = (myMaterial as SpeckleObject).ApplicationId; returnObjects.Add(myMaterial); } catch { } mySection.GenerateHash(); sectionID = mySection.ApplicationId; returnObjects.Add(mySection); } catch { } var counter = 0; foreach (var coor in polylines) { var dummyMesh = new Structural2DElementMesh(coor, null, type, null, null, null); var numFaces = 0; for (var i = 0; i < dummyMesh.Faces.Count(); i++) { numFaces++; i += dummyMesh.Faces[i] + 3; } var mesh = new Structural2DElementMesh(); mesh.Vertices = dummyMesh.Vertices; mesh.Faces = dummyMesh.Faces; mesh.Colors = dummyMesh.Colors; mesh.ElementType = type; if (sectionID != null) { mesh.PropertyRef = sectionID; } if (axis != null) { mesh.Axis = Enumerable.Repeat(axis, numFaces).ToList(); } mesh.Offset = Enumerable.Repeat(0.0, numFaces).Cast <double>().ToList(); //TODO mesh.GenerateHash(); mesh.ApplicationId = mySurface.UniqueId + "_" + (counter++).ToString(); returnObjects.Add(mesh); } return(returnObjects); }
public static List <SpeckleObject> ToSpeckle(this AnalyticalModelStick myStick) { var returnObjects = new List <SpeckleObject>(); if (!myStick.IsEnabled()) { return(new List <SpeckleObject>()); } // Get the family var myFamily = (FamilyInstance)Doc.GetElement(myStick.GetElementId()); var myElement = new Structural1DElementPolyline { Value = new List <double>() }; var curves = myStick.GetCurves(AnalyticalCurveType.RigidLinkHead).ToList(); curves.AddRange(myStick.GetCurves(AnalyticalCurveType.ActiveCurves)); curves.AddRange(myStick.GetCurves(AnalyticalCurveType.RigidLinkTail)); foreach (var curve in curves) { var points = curve.Tessellate(); if (points.Count == 0) { continue; } if (myElement.Value.Count == 0) { myElement.Value.Add(points[0].X / Scale); myElement.Value.Add(points[0].Y / Scale); myElement.Value.Add(points[0].Z / Scale); } foreach (var p in points.Skip(1)) { myElement.Value.Add(p.X / Scale); myElement.Value.Add(p.Y / Scale); myElement.Value.Add(p.Z / Scale); } } myElement.ResultVertices = new List <double>(myElement.Value); var vertexCount = myElement.Value.Count / 3; var coordinateSystem = myStick.GetLocalCoordinateSystem(); if (coordinateSystem != null) { myElement.ZAxis = Enumerable.Repeat(new StructuralVectorThree(new double[] { coordinateSystem.BasisZ.X, coordinateSystem.BasisZ.Y, coordinateSystem.BasisZ.Z }), (vertexCount - 1)).ToList(); } try { var offset1 = myStick.GetOffset(AnalyticalElementSelector.StartOrBase); var offset2 = myStick.GetOffset(AnalyticalElementSelector.EndOrTop); // TODO: This should be linear interpolation? var fillerList = Enumerable.Repeat(new StructuralVectorThree(new double[] { 0, 0, 0 }), (vertexCount - 1) * 2 - 2).ToList(); myElement.Offset = new List <StructuralVectorThree>() { new StructuralVectorThree(new double[] { offset1.X / Scale, offset1.Y / Scale, offset1.Z / Scale }) } .Concat(fillerList) .Concat(new List <StructuralVectorThree>() { new StructuralVectorThree(new double[] { offset2.X / Scale, offset2.Y / Scale, offset2.Z / Scale }) }).ToList(); } catch { try { var offset = myStick.GetOffset(AnalyticalElementSelector.Whole); myElement.Offset = Enumerable.Repeat(new StructuralVectorThree(new double[] { offset.X / Scale, offset.Y / Scale, offset.Z / Scale }), (vertexCount - 1) * 2).ToList(); } catch { } } if (myStick is AnalyticalModelColumn) { StructuralVectorBoolSix endRelease1 = null, endRelease2 = null; switch (myStick.get_Parameter(BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_TYPE).AsInteger()) { case 0: endRelease1 = new StructuralVectorBoolSix(new bool[] { false, false, false, false, false, false }); break; case 1: endRelease1 = new StructuralVectorBoolSix(new bool[] { false, false, false, true, true, true }); break; case 2: endRelease1 = new StructuralVectorBoolSix(new bool[] { false, false, false, false, true, true }); break; case 3: endRelease1 = new StructuralVectorBoolSix(new bool[] { myStick.get_Parameter(BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_FX).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_FY).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_FZ).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_MX).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_MY).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_MZ).AsInteger() == 1, }); break; } switch (myStick.get_Parameter(BuiltInParameter.STRUCTURAL_TOP_RELEASE_TYPE).AsInteger()) { case 0: endRelease2 = new StructuralVectorBoolSix(new bool[] { false, false, false, false, false, false }); break; case 1: endRelease2 = new StructuralVectorBoolSix(new bool[] { false, false, false, true, true, true }); break; case 2: endRelease2 = new StructuralVectorBoolSix(new bool[] { false, false, false, false, true, true }); break; case 3: endRelease2 = new StructuralVectorBoolSix(new bool[] { myStick.get_Parameter(BuiltInParameter.STRUCTURAL_TOP_RELEASE_FX).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_TOP_RELEASE_FY).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_TOP_RELEASE_FZ).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_TOP_RELEASE_MX).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_TOP_RELEASE_MY).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_TOP_RELEASE_MZ).AsInteger() == 1, }); break; } var fillerList = Enumerable.Repeat(new StructuralVectorBoolSix(new bool[] { false, false, false, false, false, false }), (vertexCount - 1) * 2 - 2).ToList(); myElement.EndRelease = new List <StructuralVectorBoolSix>() { endRelease1 }.Concat(fillerList).Concat(new List <StructuralVectorBoolSix>() { endRelease2 }).ToList(); } else { StructuralVectorBoolSix endRelease1 = null, endRelease2 = null; switch (myStick.get_Parameter(BuiltInParameter.STRUCTURAL_START_RELEASE_TYPE).AsInteger()) { case 0: endRelease1 = new StructuralVectorBoolSix(new bool[] { false, false, false, false, false, false }); break; case 1: endRelease1 = new StructuralVectorBoolSix(new bool[] { false, false, false, true, true, true }); break; case 2: endRelease1 = new StructuralVectorBoolSix(new bool[] { false, false, false, false, true, true }); break; case 3: endRelease1 = new StructuralVectorBoolSix(new bool[] { myStick.get_Parameter(BuiltInParameter.STRUCTURAL_START_RELEASE_FX).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_START_RELEASE_FY).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_START_RELEASE_FZ).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_START_RELEASE_MX).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_START_RELEASE_MY).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_START_RELEASE_MZ).AsInteger() == 1, }); break; } switch (myStick.get_Parameter(BuiltInParameter.STRUCTURAL_END_RELEASE_TYPE).AsInteger()) { case 0: endRelease2 = new StructuralVectorBoolSix(new bool[] { false, false, false, false, false, false }); break; case 1: endRelease2 = new StructuralVectorBoolSix(new bool[] { false, false, false, true, true, true }); break; case 2: endRelease2 = new StructuralVectorBoolSix(new bool[] { false, false, false, false, true, true }); break; case 3: endRelease2 = new StructuralVectorBoolSix(new bool[] { myStick.get_Parameter(BuiltInParameter.STRUCTURAL_END_RELEASE_FX).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_END_RELEASE_FY).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_END_RELEASE_FZ).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_END_RELEASE_MX).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_END_RELEASE_MY).AsInteger() == 1, myStick.get_Parameter(BuiltInParameter.STRUCTURAL_END_RELEASE_MZ).AsInteger() == 1, }); break; } var fillerList = Enumerable.Repeat(new StructuralVectorBoolSix(new bool[] { false, false, false, false, false, false }), (vertexCount - 1) * 2 - 2).ToList(); myElement.EndRelease = new List <StructuralVectorBoolSix>() { endRelease1 }.Concat(fillerList).Concat(new List <StructuralVectorBoolSix>() { endRelease2 }).ToList(); } // Property try { var mySection = new Structural1DProperty { Name = Doc.GetElement(myStick.GetElementId()).Name, ApplicationId = myFamily.Symbol.UniqueId }; switch (myFamily.Symbol.GetStructuralSection().StructuralSectionGeneralShape) { case Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralI: mySection.Shape = Structural1DPropertyShape.I; mySection.Hollow = false; break; case Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralT: mySection.Shape = Structural1DPropertyShape.T; mySection.Hollow = false; break; case Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralH: mySection.Shape = Structural1DPropertyShape.Rectangular; mySection.Hollow = true; mySection.Thickness = (double)typeof(Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralH).GetProperty("WallNominalThickness").GetValue(myFamily.Symbol.GetStructuralSection()) / Scale; break; case Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralR: mySection.Shape = Structural1DPropertyShape.Circular; mySection.Hollow = true; mySection.Thickness = (double)typeof(Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralR).GetProperty("WallNominalThickness").GetValue(myFamily.Symbol.GetStructuralSection()) / Scale; mySection.Profile = new SpeckleCircle( new SpecklePlane(new SpecklePoint(0, 0, 0), new SpeckleVector(0, 0, 1), new SpeckleVector(1, 0, 0), new SpeckleVector(0, 1, 0)), (double)typeof(Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralR).GetProperty("Diameter").GetValue(myFamily.Symbol.GetStructuralSection()) / 2 / Scale); break; case Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralF: mySection.Shape = Structural1DPropertyShape.Rectangular; mySection.Hollow = false; break; case Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralS: mySection.Shape = Structural1DPropertyShape.Circular; mySection.Profile = new SpeckleCircle( new SpecklePlane(new SpecklePoint(0, 0, 0), new SpeckleVector(0, 0, 1), new SpeckleVector(1, 0, 0), new SpeckleVector(0, 1, 0)), (double)typeof(Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralR).GetProperty("Diameter").GetValue(myFamily.Symbol.GetStructuralSection()) / 2 / Scale); mySection.Hollow = false; break; default: mySection.Shape = Structural1DPropertyShape.Generic; mySection.Hollow = false; break; } // Generate section profile var profile = myFamily.GetSweptProfile().GetSweptProfile(); if (mySection.Shape != Structural1DPropertyShape.Circular) { var myProfile = new SpecklePolyline { Value = new List <double>() }; for (var i = 0; i < profile.Curves.Size; i++) { var sectionCurves = SpeckleCore.Converter.Serialise(profile.Curves.get_Item(i)); var sectionCoordinates = new List <double>(); var nextCoordinates = new List <double>(); if (sectionCurves is SpeckleLine) { sectionCoordinates = (sectionCurves as SpeckleLine).Value.Select(x => Math.Round(x, 10)).ToList(); if (myProfile.Value.Count == 0) { myProfile.Value = sectionCoordinates; continue; } if (myProfile.Value.Skip(myProfile.Value.Count - 3).SequenceEqual(sectionCoordinates.Take(3))) { nextCoordinates = sectionCoordinates.Skip(3).ToList(); } else { break; } } else if (sectionCurves is SpeckleArc) { if (myProfile.Value.Count == 0) { myProfile.Value = (sectionCurves as SpeckleArc).StartPoint.Value.Select(x => Math.Round(x, 10)) .Concat((sectionCurves as SpeckleArc).MidPoint.Value.Select(x => Math.Round(x, 10))) .Concat((sectionCurves as SpeckleArc).EndPoint.Value.Select(x => Math.Round(x, 10))) .ToList(); continue; } if (myProfile.Value.Skip(myProfile.Value.Count - 3).SequenceEqual((sectionCurves as SpeckleArc).StartPoint.Value.Select(x => Math.Round(x, 10)))) { nextCoordinates = (sectionCurves as SpeckleArc).EndPoint.Value.Select(x => Math.Round(x, 10)).ToList(); } else if (myProfile.Value.Skip(myProfile.Value.Count - 3).SequenceEqual((sectionCurves as SpeckleArc).EndPoint.Value.Select(x => Math.Round(x, 10)))) { nextCoordinates = (sectionCurves as SpeckleArc).StartPoint.Value.Select(x => Math.Round(x, 10)).ToList(); } else { break; } } if (nextCoordinates.SequenceEqual(myProfile.Value.Take(3))) { myProfile.Closed = true; break; } else { myProfile.Value.AddRange(nextCoordinates); } } myProfile.GenerateHash(); mySection.Profile = myProfile; } // Material try { var matType = myFamily.StructuralMaterialType; var structMat = (Material)Doc.GetElement(myFamily.StructuralMaterialId); if (structMat == null) { structMat = (Material)Doc.GetElement(myFamily.Symbol.get_Parameter(BuiltInParameter.STRUCTURAL_MATERIAL_PARAM).AsElementId()); } var matAsset = ((PropertySetElement)Doc.GetElement(structMat.StructuralAssetId)).GetStructuralAsset(); SpeckleObject myMaterial = null; switch (matType) { case Autodesk.Revit.DB.Structure.StructuralMaterialType.Concrete: var concMat = new StructuralMaterialConcrete { ApplicationId = Doc.GetElement(myFamily.StructuralMaterialId).UniqueId, Name = Doc.GetElement(myFamily.StructuralMaterialId).Name, YoungsModulus = matAsset.YoungModulus.X, ShearModulus = matAsset.ShearModulus.X, PoissonsRatio = matAsset.PoissonRatio.X, Density = matAsset.Density, CoeffThermalExpansion = matAsset.ThermalExpansionCoefficient.X, CompressiveStrength = matAsset.ConcreteCompression, MaxStrain = 0, AggragateSize = 0 }; myMaterial = concMat; break; case Autodesk.Revit.DB.Structure.StructuralMaterialType.Steel: var steelMat = new StructuralMaterialSteel { ApplicationId = Doc.GetElement(myFamily.StructuralMaterialId).UniqueId, Name = Doc.GetElement(myFamily.StructuralMaterialId).Name, YoungsModulus = matAsset.YoungModulus.X, ShearModulus = matAsset.ShearModulus.X, PoissonsRatio = matAsset.PoissonRatio.X, Density = matAsset.Density, CoeffThermalExpansion = matAsset.ThermalExpansionCoefficient.X, YieldStrength = matAsset.MinimumYieldStress, UltimateStrength = matAsset.MinimumTensileStrength, MaxStrain = 0 }; myMaterial = steelMat; break; default: var defMat = new StructuralMaterialSteel { ApplicationId = Doc.GetElement(myFamily.StructuralMaterialId).UniqueId, Name = Doc.GetElement(myFamily.StructuralMaterialId).Name }; myMaterial = defMat; break; } myMaterial.GenerateHash(); mySection.MaterialRef = (myMaterial as SpeckleObject).ApplicationId; returnObjects.Add(myMaterial); } catch { } mySection.GenerateHash(); myElement.PropertyRef = mySection.ApplicationId; returnObjects.Add(mySection); } catch { } myElement.GenerateHash(); myElement.ApplicationId = myStick.UniqueId; returnObjects.Add(myElement); return(returnObjects); }