示例#1
0
        /// <summary>
        /// Gives possibility to read data from Revit data base and puts them into user element's objects and into user section's objects and into user common parameters.
        /// </summary>
        /// <param name="listElementData">List of user element objects.</param>
        /// <param name="parameters">User common parameters.</param>
        /// <param name="data">Acces to cref="ServiceData".</param>
        public void ReadFromRevitDB(List <ObjectDataBase> listElementData, CommonParametersBase parameters, Autodesk.Revit.DB.CodeChecking.ServiceData data)
        {
            // read additional information from Revit data and store them in user objects derived from ElementDataBase and listed in listElementData

            Autodesk.Revit.DB.CodeChecking.NotificationService.ProgressStart(Resources.ResourceManager.GetString("ReadingGeometry"), listElementData.Count);
            ElementAnalyser elementAnalyser = new ElementAnalyser(GetInputDataUnitSystem());

            int step = 0;

            foreach (ObjectDataBase elemData in listElementData)
            {
                Element element = data.Document.GetElement(elemData.ElementId);
                if (element != null)
                {
                    switch (elemData.Category)
                    {
                    default:
                        break;

                    case Autodesk.Revit.DB.BuiltInCategory.OST_ColumnAnalytical:
                    {
                        ColumnElement elem = elemData as ColumnElement;
                        if (elem != null && !elem.Status.IsError())
                        {
                            elem.Info = elementAnalyser.Analyse(element);
                            if (elem.Info.Material.Characteristics.YoungModulus.X < Double.Epsilon)
                            {
                                elem.Status.AddError(Resources.ResourceManager.GetString("ErrYoungModulus"));
                            }

                            MaterialConcreteCharacteristics concrete = (MaterialConcreteCharacteristics)elem.Info.Material.Characteristics.Specific;
                            if (concrete == null || concrete.Compression < Double.Epsilon)
                            {
                                elem.Status.AddError(Resources.ResourceManager.GetString("ErrConcreteCompression"));
                            }

                            foreach (SectionDataBase sectionDataBase in elem.ListSectionData)
                            {
                                ColumnSection sec = sectionDataBase as ColumnSection;
                                if (sec != null)
                                {
                                    sec.Info = elem.Info;
                                }
                            }
                        }
                        break;
                    }

                    case Autodesk.Revit.DB.BuiltInCategory.OST_BeamAnalytical:
                    {
                        BeamElement elem = elemData as BeamElement;
                        if (elem != null && !elem.Status.IsError())
                        {
                            elementAnalyser.TSectionAnalysis = false;
                            LabelBeam labelBeam = elem.Label as LabelBeam;
                            if (labelBeam != null)
                            {
                                elementAnalyser.TSectionAnalysis = labelBeam.SlabBeamInteraction == BeamSectionType.WithSlabBeamInteraction;
                            }

                            elem.Info = elementAnalyser.Analyse(element);
                            if (elem.Info.Material.Characteristics.YoungModulus.X < Double.Epsilon)
                            {
                                elem.Status.AddError(Resources.ResourceManager.GetString("ErrYoungModulus"));
                            }

                            MaterialConcreteCharacteristics concrete = (MaterialConcreteCharacteristics)elem.Info.Material.Characteristics.Specific;
                            if (concrete == null || concrete.Compression < Double.Epsilon)
                            {
                                elem.Status.AddError(Resources.ResourceManager.GetString("ErrConcreteCompression"));
                            }

                            foreach (SectionDataBase sectionDataBase in elem.ListSectionData)
                            {
                                BeamSection sec = sectionDataBase as BeamSection;
                                if (sec != null)
                                {
                                    sec.Info = elem.Info;
                                }
                            }
                        }
                        break;
                    }
                    }
                }
                Autodesk.Revit.DB.CodeChecking.NotificationService.ProgressStep(string.Format("{0:d}%", ++step * 100 / listElementData.Count));
                if (NotificationService.ProgressBreakInvoked())
                {
                    break;
                }
            }
        }
示例#2
0
        public void DoBinding(MaterialInfo materialParams,
                              MaterialLayerDescription layerDescription,
                              Autodesk.Revit.DB.DisplayUnit?unitSystem)
        {
            if (layerDescription != null)
            {
                string unitThicknessName = "LayerThickness";
                string unitOffsetName    = "LayerOffset";

                string unitThickness;
                string unitOffset;
                if (null == unitSystem)
                {
                    unitThickness = UnitsAssignment.GetUnitSymbol(unitThicknessName, ElementInfoUnits.Assignments);
                    unitOffset    = UnitsAssignment.GetUnitSymbol(unitOffsetName, ElementInfoUnits.Assignments);
                }
                else
                {
                    unitThickness = UnitsAssignment.GetUnitSymbol(unitThicknessName, ElementInfoUnits.Assignments, (Autodesk.Revit.DB.DisplayUnit)unitSystem);
                    unitOffset    = UnitsAssignment.GetUnitSymbol(unitOffsetName, ElementInfoUnits.Assignments, (Autodesk.Revit.DB.DisplayUnit)unitSystem);
                }

                string stringThicknessValue = layerDescription.LayerThickness.ToString();
                string stringOffsetValue    = layerDescription.LayerOffset.ToString();

                if (null == unitSystem)
                {
                    stringThicknessValue = UnitsAssignment.FormatToRevitUI(unitThicknessName, layerDescription.LayerThickness, ElementInfoUnits.Assignments);
                    stringOffsetValue    = UnitsAssignment.FormatToRevitUI(unitOffsetName, layerDescription.LayerOffset, ElementInfoUnits.Assignments);
                }

                LayerThickness.Content = stringThicknessValue + " " + unitThickness;
                LayerOffset.Content    = stringOffsetValue + " " + unitOffset;

                LayerDescription.Visibility = System.Windows.Visibility.Visible;
            }
            else
            {
                LayerDescription.Visibility = System.Windows.Visibility.Collapsed;
            }

            List <MaterialParameterDescription> matParDescrList = new List <MaterialParameterDescription>();

            if (materialParams.Category != MaterialCategory.Undefined)
            {
                MaterialName.Content        = materialParams.Properties.Name;
                MaterialDescription.Content = materialParams.Properties.Description;

                MaterialCharacteristics materialCharacteristics = materialParams.Characteristics;
                foreach (object o in materialCharacteristics)
                {
                    List <MaterialParameterDescription> matParDescr = ParameterBinding(o, materialCharacteristics, MaterialCharacteristicsUnits.Assignments, unitSystem);
                    if (null == matParDescr)
                    {
                        continue;
                    }
                    matParDescrList.AddRange(matParDescr);
                }
            }

            switch (materialParams.Category)
            {
            case MaterialCategory.Concrete:
                MaterialConcreteCharacteristics concrete = (MaterialConcreteCharacteristics)materialParams.Characteristics.Specific;
                foreach (object o in concrete)
                {
                    List <MaterialParameterDescription> matParDescr = ParameterBinding(o, concrete, MaterialConcreteCharacteristicsUnits.Assignments, unitSystem);
                    if (matParDescr != null)
                    {
                        matParDescrList.AddRange(matParDescr);
                    }
                }
                break;

            case MaterialCategory.Metal:
                MaterialMetalCharacteristics metal = (MaterialMetalCharacteristics)materialParams.Characteristics.Specific;
                foreach (object o in metal)
                {
                    List <MaterialParameterDescription> matParDescr = ParameterBinding(o, metal, MaterialMetalCharacteristicsUnits.Assignments, unitSystem);
                    if (matParDescr != null)
                    {
                        matParDescrList.AddRange(matParDescr);
                    }
                }

                break;

            case MaterialCategory.Timber:
                MaterialTimberCharacteristics timber = (MaterialTimberCharacteristics)materialParams.Characteristics.Specific;
                foreach (object o in timber)
                {
                    List <MaterialParameterDescription> matParDescr = ParameterBinding(o, timber, MaterialTimberCharacteristicsUnits.Assignments, unitSystem);
                    if (matParDescr != null)
                    {
                        matParDescrList.AddRange(matParDescr);
                    }
                }
                break;
            }

            materialParameters.ItemsSource = matParDescrList;
        }
示例#3
0
        /// <summary>
        /// Runs calculation\operations for cref="BeamSection" and cref="ColumnSection".
        /// </summary>
        /// <param name="obj">cref="BeamSection" object or cref="ColumnSection" object.</param>
        /// <returns>Result of calculation.</returns>
        public bool Run(ObjectDataBase obj)
        {
            bool            ret         = true;
            SectionDataBase sectionData = obj as SectionDataBase;

            if (obj != null)
            {
                Concrete.ConcreteSectionDesign design = new ConcreteSectionDesign();
                design.ElementType = sectionData.Category;

                switch (sectionData.Category)
                {
                default:
                    break;

                case BuiltInCategory.OST_ColumnAnalytical:
                case BuiltInCategory.OST_BeamAnalytical:
                    if (sectionData.Label is LabelColumn)
                    {
                        CodeCheckingConcreteExample.Main.LabelColumn label = sectionData.Label as CodeCheckingConcreteExample.Main.LabelColumn;
                        design.LongitudinalReinforcementMinimumYieldStress = label.LongitudinalReinforcement.MinimumYieldStress;
                        design.LongitudinalReinforcementArea     = label.LongitudinalReinforcement.Area;
                        design.LongitudinalReinforcementDiameter = label.LongitudinalReinforcement.BarDiameter;
                        design.LongitudinalCalculationType       = label.LongitudinalCalculationType;
                        ///
                        design.TransversalReinforcementMinimumYieldStress = label.TransversalReinforcement.MinimumYieldStress;
                        design.TransversalReinforcementArea     = label.TransversalReinforcement.Area;
                        design.TransversalReinforcementDiameter = label.TransversalReinforcement.BarDiameter;
                        design.TransversalCalculationType       = label.TransversalCalculationType;
                        design.CreepCoefficient = label.CreepCoefficient;
                    }

                    if (sectionData.Label is LabelBeam)
                    {
                        CodeCheckingConcreteExample.Main.LabelBeam label = sectionData.Label as CodeCheckingConcreteExample.Main.LabelBeam;

                        design.LongitudinalReinforcementMinimumYieldStress = label.LongitudinalReinforcement.MinimumYieldStress;
                        design.LongitudinalReinforcementArea     = label.LongitudinalReinforcement.Area;
                        design.LongitudinalReinforcementDiameter = label.LongitudinalReinforcement.BarDiameter;
                        design.LongitudinalCalculationType       = label.LongitudinalCalculationType;
                        ///
                        design.TransversalReinforcementMinimumYieldStress = label.TransversalReinforcement.MinimumYieldStress;
                        design.TransversalReinforcementArea     = label.TransversalReinforcement.Area;
                        design.TransversalReinforcementDiameter = label.TransversalReinforcement.BarDiameter;
                        design.TransversalCalculationType       = label.TransversalCalculationType;
                        design.CreepCoefficient = label.CreepCoefficient;
                    }

                    if (sectionData is LinearSection)
                    {
                        LinearSection section = sectionData as LinearSection;
                        if (section.Info != null)
                        {
                            design.CoverTop    = 0.0;
                            design.CoverBottom = 0.0;

                            if (section.Info.RebarCovers != null)
                            {
                                if (section is BeamSection)
                                {
                                    if (section.Info.RebarCovers.Exist(BuiltInParameter.CLEAR_COVER_BOTTOM))
                                    {
                                        design.CoverBottom = section.Info.RebarCovers.GetDistance(BuiltInParameter.CLEAR_COVER_BOTTOM);
                                    }
                                    if (section.Info.RebarCovers.Exist(BuiltInParameter.CLEAR_COVER_TOP))
                                    {
                                        design.CoverTop = section.Info.RebarCovers.GetDistance(BuiltInParameter.CLEAR_COVER_TOP);
                                    }
                                }
                                if (section is ColumnSection)
                                {
                                    if (section.Info.RebarCovers.Exist(BuiltInParameter.CLEAR_COVER_OTHER))
                                    {
                                        design.CoverBottom = section.Info.RebarCovers.GetDistance(BuiltInParameter.CLEAR_COVER_OTHER);
                                        design.CoverTop    = section.Info.RebarCovers.GetDistance(BuiltInParameter.CLEAR_COVER_OTHER);
                                    }
                                }
                            }

                            if (section.Info.SectionsParams == null)
                            {
                                design.Type = SectionShapeType.RectangularBar;
                            }
                            else
                            {
                                design.Type = section.Info.SectionsParams.ShapeType;
                            }
                            design.YoungModulus = section.Info.Material.Characteristics.YoungModulus.X;

                            MaterialConcreteCharacteristics concrete = (MaterialConcreteCharacteristics)section.Info.Material.Characteristics.Specific;

                            if (concrete != null)
                            {
                                design.Compression = concrete.Compression;
                            }

                            design.Geometry = section.Geometry;
                            design.Width    = section.Width;
                            design.Height   = section.Height;

                            List <InternalForcesContainer> listInternalForces = new List <InternalForcesContainer>();
                            foreach (InternalForcesLinear force in section.ListInternalForces)
                            {
                                listInternalForces.Add(force.Forces);
                            }

                            design.ListInternalForces = listInternalForces;;

                            //
                            // calculation
                            //
                            design.Calculate();

                            //
                            // save result
                            //
                            section.AsBottom           = design.AsBottom;
                            section.AsTop              = design.AsTop;
                            section.AsRight            = design.AsRight;
                            section.AsLeft             = design.AsLeft;
                            section.Spacing            = design.Spacing;
                            section.TransversalDensity = design.TransversalDensity;
                            section.MinStiffness       = design.MinStiffness;
                            section.DesignInfo.AddRange(design.DesignInfo);
                            section.DesignError.AddRange(design.DesignError);
                            section.DesignWarning.AddRange(design.DesignWarning);


                            if (section.DesignError.Count > 0)
                            {
                                ret = false;
                            }
                        }
                    }
                    break;
                }
            }
            return(ret);
        }
示例#4
0
        public void DoBinding(MaterialInfo materialParams, Autodesk.Revit.DB.DisplayUnit?unitSystem)
        {
            List <MaterialParameterDescription> matParDescrList = new List <MaterialParameterDescription>();

            if (materialParams.Category != MaterialCategory.Undefined)
            {
                MaterialName.Content        = materialParams.Properties.Name;
                MaterialDescription.Content = materialParams.Properties.Description;

                MaterialCharacteristics materialCharacteristics = materialParams.Characteristics;
                foreach (object o in materialCharacteristics)
                {
                    List <MaterialParameterDescription> matParDescr = ParameterBinding(o, materialCharacteristics, MaterialCharacteristicsUnits.Assignments, unitSystem);
                    if (null == matParDescr)
                    {
                        continue;
                    }
                    matParDescrList.AddRange(matParDescr);
                }
            }

            switch (materialParams.Category)
            {
            case MaterialCategory.Concrete:
                MaterialConcreteCharacteristics concrete = (MaterialConcreteCharacteristics)materialParams.Characteristics.Specific;
                foreach (object o in concrete)
                {
                    List <MaterialParameterDescription> matParDescr = ParameterBinding(o, concrete, MaterialConcreteCharacteristicsUnits.Assignments, unitSystem);
                    if (matParDescr != null)
                    {
                        matParDescrList.AddRange(matParDescr);
                    }
                }
                break;

            case MaterialCategory.Metal:
                MaterialMetalCharacteristics metal = (MaterialMetalCharacteristics)materialParams.Characteristics.Specific;
                foreach (object o in metal)
                {
                    List <MaterialParameterDescription> matParDescr = ParameterBinding(o, metal, MaterialMetalCharacteristicsUnits.Assignments, unitSystem);
                    if (matParDescr != null)
                    {
                        matParDescrList.AddRange(matParDescr);
                    }
                }

                break;

            case MaterialCategory.Timber:
                MaterialTimberCharacteristics timber = (MaterialTimberCharacteristics)materialParams.Characteristics.Specific;
                foreach (object o in timber)
                {
                    List <MaterialParameterDescription> matParDescr = ParameterBinding(o, timber, MaterialTimberCharacteristicsUnits.Assignments, unitSystem);
                    if (matParDescr != null)
                    {
                        matParDescrList.AddRange(matParDescr);
                    }
                }
                break;
            }

            materialParameters.ItemsSource = matParDescrList;
        }