/// <summary>
        /// This is the method that actually does the work.
        /// </summary>
        /// <param name="DA">The DA object can be used to retrieve data from input parameters and
        /// to store data in output parameters.</param>
        protected override void SolveInstance(IGH_DataAccess DA, EvaluationUnit unit)
        {
            //OnComponentLoaded();

            // Input counter
            //modelDataCount1 = 1 + modelDataCount2;

            // RFEM variables
            var        modelName = "";
            IModel     model     = null;
            IModelData data      = null;
            ILoads     loads     = null;

            // Output message
            var msg = new List <string>();

            // Assign GH Input
            bool run   = false;
            var  scale = 0.0;

            DA.GetData(0, ref run);
            DA.GetData(1, ref scale);

            // Do stuff
            if (run)
            {
                if (!DA.GetData(3, ref modelName))
                {
                    Component_GetData.ConnectRFEM(ref model, ref data);
                }
                else
                {
                    Component_GetData.ConnectRFEM(modelName, ref model, ref data);
                }
                _saveddata = data;
                try
                {
                    // Get deformtions
                    _resetLC = true;
                    // Get loads
                    Component_GetData.GetLoadsFromRFEM(model, ref loads);
                    // Get calculation results
                    _results = model.GetCalculation();
                    var errors = _results.CalculateAll();
                    if (errors != null)
                    {
                        msg.AddRange(errors.Select(x => x.Description));
                    }
                    // Update load cases and combos to display in dropdown menu
                    loads.GetLoadCasesAndCombos(ref _lCasesAndCombos, ref _countCases, ref _countCombos, ref _countRcombos);
                    updateDropDownMenu(_lCasesAndCombos);
                    // Get Fe Meshes from RFEM
                    _rfemMesh = _results.GetFeMesh();
                    _feMeshes = CreateFEMeshes(ref msg);
                    // _controlPoints = CreateControlPoints(ref msg); -> Obtained with displacements
                }
                catch (Exception ex)
                {
                    // Clear output!!!
                    _saveddata = null;
                    _rfemMesh  = null;
                    _results   = null;
                    _lcresults = null;
                    _feMeshes.Clear();
                    _meshdisplacements.Clear();
                    _deformedMeshes.Clear();
                    _controlPoints.Clear();
                    _memberdisplacements.Clear();
                    _deformedMembers.Clear();
                    throw ex;
                }
                Component_GetData.DisconnectRFEM(ref model, ref data);
            }
            // Get results to display
            if (_loadDrop.Items.Count > 0 && _resetLC && msg.Count == 0)
            {
                int no = Int16.Parse(_loadDrop.Items[_loadDrop.Value].name.Split(' ')[1]);
                if (_loadDrop.Value < _countCases)
                {
                    _lcresults = _results.GetResultsInFeNodes(LoadingType.LoadCaseType, no);
                }
                else if (_loadDrop.Value < _countCases + _countCombos)
                {
                    _lcresults = _results.GetResultsInFeNodes(LoadingType.LoadCombinationType, no);
                }
                else if (_loadDrop.Value < _countCases + _countCombos + _countRcombos)
                {
                    _lcresults = _results.GetResultsInFeNodes(LoadingType.ResultCombinationType, no);
                }
                else
                {
                    msg.Add("Load case or combo not found");
                }
                // Get deformations
                _meshdisplacements   = GetMeshDisplacements(ref msg);
                _memberdisplacements = GetMemberDisplacements(ref msg);
                // Set _resetLC to false again
                _resetLC = false;
            }

            // Get output
            _deformedMeshes  = GetDeformedMeshes(scale, ref msg);
            _deformedMembers = GetDeformedMembers(scale, ref msg);

            // Assign GH Output
            DA.SetDataTree(0, _deformedMembers);
            DA.SetDataTree(1, _deformedMeshes);

            if (msg.Count != 0)
            {
                AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, String.Join(System.Environment.NewLine, msg.ToArray()));
            }
        }
コード例 #2
0
        /// <summary>
        /// This is the method that actually does the work.
        /// </summary>
        /// <param name="DA">The DA object can be used to retrieve data from input parameters and
        /// to store data in output parameters.</param>
        protected override void SolveInstance(IGH_DataAccess DA, EvaluationUnit unit)
        {
            // RFEM variables
            var        modelName = "";
            IModel     model     = null;
            IModelData data      = null;
            ILoads     loads     = null;

            // Assign GH Input
            bool   run       = false;
            var    scale     = 0.0;
            string iLoadCase = "";

            DA.GetData(0, ref run);
            DA.GetData(1, ref scale);

            // Do stuff
            if (run)
            {
                msg = new List <string>();

                if (!DA.GetData(5, ref modelName))
                {
                    Component_GetData.ConnectRFEM(ref model, ref data);
                }
                else
                {
                    Component_GetData.ConnectRFEM(modelName, ref model, ref data);
                }
                _saveddata = data;
                try
                {
                    // Get deformtions
                    _resetLC = true;
                    // Get loads
                    Component_GetData.GetLoadsFromRFEM(model, ref loads);
                    // Update load cases and combos to display in dropdown menu
                    _results = model.GetCalculation();

                    // Get load cases and combos to
                    var newLoadCasesAndCombos = new List <string>();
                    newLoadCasesAndCombos = loads.GetLoadCasesAndCombos(ref _countCases, ref _countCombos, ref _countRcombos);
                    if (_lCasesAndCombos == null || _lCasesAndCombos.Count == 0 || !_lCasesAndCombos.Equals(newLoadCasesAndCombos))
                    {
                        _lCasesAndCombos     = newLoadCasesAndCombos;
                        _loadDropLastValue   = 0; // reset dropdown menus if run
                        _resultDropLastValue = 0;
                        _lastLoadCase        = "";
                        _lastType            = 0;
                        _restoreDropDown     = true;
                    }
                    // Get deformed shape?
                    if (_deformationsCheck.Active)
                    {
                        _deformation_results = true;
                        // Get members
                        _rfMembers = Component_GetData.GetRFMembers(data.GetMembers().ToList(), data);
                        // Get Fe Meshes from RFEM
                        _rfemMesh = _results.GetFeMesh();
                        _feMeshes = CreateFEMeshes(ref msg);
                    }
                    else
                    {
                        _deformation_results = false;
                    }

                    // Disconnect RFEM
                    Component_GetData.DisconnectRFEM(ref model, ref data);

                    // Results are displayed just when the button is set to 0 - if no LC is provided
                    var dummyLC = "";
                    if (!DA.GetData(2, ref dummyLC))
                    {
                        AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, "Set run to false to display results");
                        return;
                    }
                }
                catch (Exception ex)
                {
                    Component_GetData.DisconnectRFEM(ref model, ref data);
                    // Clear output!!!
                    _saveddata = null;
                    _rfemMesh  = null;
                    _results   = null;
                    _lcresults = null;
                    outResults = null;
                    _feMeshes.Clear();
                    _meshdisplacements.Clear();
                    _meshdisplacementsByType.Clear();
                    _deformedMeshes.Clear();
                    _controlPoints.Clear();
                    _memberdisplacements.Clear();
                    _memberdisplacementsByType.Clear();
                    _deformedMembers.Clear();
                    _sfcNo.Clear();
                    _memberNo.Clear();
                    _deformation_results = false;
                    throw ex;
                }
            }

            // do stuff
            if (msg.Count == 0) // if there are no calculation errors
            {
                // Get Load Case Number and result type
                int    result_type      = 0;
                string result_type_name = "";
                if (DA.GetData(2, ref iLoadCase))
                {
                    if (DA.GetData(3, ref result_type))
                    {
                        if (result_type <= 0 || result_type > Enum.GetNames(typeof(ResultsValueType)).Length - 1)
                        {
                            _loadDrop.Clear();
                            _resulttypeDrop.Clear();
                            _restoreDropDown = true; // for next time
                            AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, "Provide Valid Result Type.");
                            return;
                        }
                        result_type_name = Enum.GetName(typeof(ResultsValueType), result_type);
                        if (_lastLoadCase != iLoadCase || _lastType != result_type) // otherwise execution comes from change in scale and no need to reset load case
                        {
                            _resetLC = true;
                        }
                        _loadDrop.Clear();
                        _resulttypeDrop.Clear();
                        _restoreDropDown = true; // for next time
                    }
                    else
                    {
                        _loadDrop.Clear();
                        _resulttypeDrop.Clear();
                        _restoreDropDown = true; // for next time
                        AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, "Provide Result Type.");
                        return;
                    }
                }
                else if (DA.GetData(3, ref result_type))
                {
                    _loadDrop.Clear();
                    _resulttypeDrop.Clear();
                    _restoreDropDown = true; // for next time
                    AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, "Provide Load Case or Combo.");
                    return;
                }
                else // get values from dropdown menus
                {
                    if (_lCasesAndCombos.Count == 0)
                    {
                        AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, "No results to display");
                        _loadDrop.Clear();
                        _resulttypeDrop.Clear();
                        return;
                    }
                    if (_restoreDropDown) // from previous execution when it was overwritten
                    {
                        updateDropDownMenu(_lCasesAndCombos);
                        _resetLC         = true;
                        _restoreDropDown = false; // for next time
                    }
                    iLoadCase = _loadDrop.Items[_loadDrop.Value].name;
                }

                // Get results to display
                // 1) Results from load case or combo for all types 2) Results for selected result type 3) Apply scale
                if (_resetLC)
                {
                    int no    = Int16.Parse(iLoadCase.Split(' ')[1]);
                    var value = _lCasesAndCombos.IndexOf(iLoadCase);
                    _loadDropLastValue = value;
                    _lastLoadCase      = iLoadCase;
                    if (value == -1)
                    {
                        AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, $"{iLoadCase} has no results. Provide valid load case.");
                        return;
                    }
                    if (value < _countCases)
                    {
                        _lcresults = _results.GetResultsInFeNodes(LoadingType.LoadCaseType, no);
                    }
                    else if (value < _countCases + _countCombos)
                    {
                        _lcresults = _results.GetResultsInFeNodes(LoadingType.LoadCombinationType, no);
                    }
                    else if (value < _countCases + _countCombos + _countRcombos)
                    {
                        _lcresults = _results.GetResultsInFeNodes(LoadingType.ResultCombinationType, no);
                    }
                    else
                    {
                        msg.Add("Load case or combo not found");
                        return;
                    }
                    // Get analysis results
                    _resultTypes = new HashSet <ResultsValueType>();
                    outResults   = new RFResults(_lcresults, _saveddata, buttonLocal.Active, ref _resultTypes, iLoadCase,
                                                 _memberForcesCheck.Active, _surfaceForcesCheck.Active, _nodalReactionsCheck.Active,
                                                 _lineReactionsCheck.Active);
                    // Get deformations
                    if (_deformationsCheck.Active)
                    {
                        if (!_deformation_results)
                        {
                            AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, "Run component again to get deformation results.");
                        }
                        else
                        {
                            _meshdisplacements         = GetMeshDisplacements(ref _sfcNo, ref msg);
                            _memberdisplacements       = GetMemberDisplacements(ref _memberNo, ref msg);
                            _meshdisplacementsByType   = GetMeshDisplacementsByType(result_type);
                            _memberdisplacementsByType = GetMemberDisplacementsByType(result_type);
                        }
                    }
                    // Update drop down menu of result types
                    if (result_type == 0) // if no value obtaines through overwrite
                    {
                        _resultDropLastValue = 0;
                        updateDropDownMenu2(_resultTypes.ToList(), ref result_type);
                    }
                    // Set _resetLC to false again
                    _resetLC         = false;
                    _resetResultType = true;
                }
                if (_resetResultType)     // when there are changes in drop down menu
                {
                    if (result_type == 0) // if no value obtaines through overwrite
                    {
                        result_type = Int32.Parse(_resulttypeDrop.Items[_resulttypeDrop.Value].name);
                    }
                    if (_deformationsCheck.Active)
                    {
                        _meshdisplacementsByType   = GetMeshDisplacementsByType(result_type);
                        _memberdisplacementsByType = GetMemberDisplacementsByType(result_type);
                    }
                    // Get analysis results
                    if (result_type > 0)
                    {
                        outResults.ResultType = ((ResultsValueType)result_type).ToString();
                    }
                    // Set _resetType to false again
                    _resetResultType = false;
                }
                _lastType = result_type;
                // Check results
                if (_meshdisplacements.DataCount > 0 && _meshdisplacementsByType.DataCount == 0)
                {
                    AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, $"No surface results found for result type {((ResultsValueType)result_type).ToString()}");
                }
                if (_memberdisplacements.DataCount > 0 && _memberdisplacementsByType.DataCount == 0)
                {
                    AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, $"No member results found for result type {((ResultsValueType)result_type).ToString()}");
                }
                // Get output
                _deformedMeshes  = GetDeformedMeshes(scale, ref msg);
                _deformedMembers = GetDeformedMembers(scale, ref msg);

                // Output calculation results
                DA.SetData(0, outResults);

                // Assign GH Output
                DA.SetDataList(1, _deformedMembers);
                DA.SetDataList(2, _memberNo);
                DA.SetDataList(3, _deformedMeshes);
                DA.SetDataList(4, _sfcNo);
            }
            if (msg.Count > 0)
            {
                AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, String.Join(System.Environment.NewLine, msg.ToArray()));
            }
        }
コード例 #3
0
        /// <summary>
        /// This is the method that actually does the work.
        /// </summary>
        /// <param name="DA">The DA object can be used to retrieve data from input parameters and
        /// to store data in output parameters.</param>
        protected override void SolveInstance(IGH_DataAccess DA, EvaluationUnit unit)
        {
            // RFEM variables
            var          modelName = "";
            IModel       model     = null;
            IModelData   data      = null;
            ILoads       loads     = null;
            ICalculation results   = null;

            // Output message
            var msg = new List <string>();

            // Assign GH Input
            bool run     = false;
            var  iLcases = new List <string>();

            DA.GetData(0, ref run);

            // Do stuff
            if (run)
            {
                if (!DA.GetData(3, ref modelName))
                {
                    Component_GetData.ConnectRFEM(ref model, ref data);
                }
                else
                {
                    Component_GetData.ConnectRFEM(modelName, ref model, ref data);
                }
                try
                {
                    // Get loads
                    Component_GetData.GetLoadsFromRFEM(model, ref loads);
                    // Get calculation
                    results = model.GetCalculation();
                    // Update results
                    _maxDisplacements   = new List <Vector3d>();
                    _loadCasesAndCombos = new List <string>();
                    // Get load cases and combos
                    if (!DA.GetDataList(1, iLcases))
                    {
                        var errors = results.CalculateApp();
                        if (errors != null)
                        {
                            msg.AddRange(errors.Select(x => x.Description));
                        }
                        _loadCasesAndCombos = loads.GetLoadCasesAndCombos(0, 0, 0);
                    }
                    else
                    {
                        _loadCasesAndCombos = iLcases;
                    }
                    // Get results
                    foreach (var lc in _loadCasesAndCombos)
                    {
                        Vector3d displacement = new Vector3d(0, 0, 0);
                        Component_GetResults.GetResults(ref results, lc, ref displacement, ref msg);
                        _maxDisplacements.Add(displacement);
                    }
                }
                catch (Exception ex)
                {
                    // Clear output!!!
                    results             = null;
                    _maxDisplacements   = null;
                    _loadCasesAndCombos = null;
                    Component_GetData.DisconnectRFEM(ref model, ref data);
                    throw ex;
                }
                Component_GetData.DisconnectRFEM(ref model, ref data);
            }
            if (msg.Count > 0)
            {
                AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, String.Join(System.Environment.NewLine, msg.ToArray()));
            }
            {
                DA.SetDataList(0, _loadCasesAndCombos);
                DA.SetDataList(1, _maxDisplacements);
            }
        }