static void Main(string[] args)
{
string MyAppPath = AppDomain.CurrentDomain.BaseDirectory;
using (SCIA.OpenAPI.Environment env = new SCIA.OpenAPI.Environment(@"c:\Program Files (x86)\SCIA\Engineer19.0\", @".\temp", "1.0.0.0"))
{
env.RunSCIAEngineer(SCIA.OpenAPI.Environment.GuiMode.ShowWindowShow);
SCIA.OpenAPI.EsaProject UpXmlProj = env.OpenProject(System.IO.Path.Combine(MyAppPath, @"..\..\..\res\template.esa"));
env.UpdateProject(SCIA.OpenAPI.Environment.TypeOfExtProject.TypeXML, System.IO.Path.Combine(MyAppPath, @"..\..\..\res\xml\test.xml"), UpXmlProj.ProjectID);
UpXmlProj.CloseProject(SaveMode.SaveChangesNo);
SCIA.OpenAPI.EsaProject UpEsaProj = env.OpenProject(System.IO.Path.Combine(MyAppPath, @"..\..\..\res\template.esa"));
env.UpdateProject(SCIA.OpenAPI.Environment.TypeOfExtProject.TypeESA, System.IO.Path.Combine(MyAppPath, @"..\..\..\res\esa\test.esa"), UpEsaProj.ProjectID);
UpEsaProj.CloseProject(SaveMode.SaveChangesNo);
SCIA.OpenAPI.EsaProject UpIfcProj = env.OpenProject(System.IO.Path.Combine(MyAppPath, @"..\..\..\res\template.esa"));
env.UpdateProject(SCIA.OpenAPI.Environment.TypeOfExtProject.TypeIFC, System.IO.Path.Combine(MyAppPath, @"..\..\..\res\ifc\test.ifc"), UpIfcProj.ProjectID);
UpIfcProj.CloseProject(SaveMode.SaveChangesNo);
SCIA.OpenAPI.EsaProject UpRevitProj = env.OpenProject(System.IO.Path.Combine(MyAppPath, @"..\..\..\res\template.esa"));
env.UpdateProject(SCIA.OpenAPI.Environment.TypeOfExtProject.TypeRevit, System.IO.Path.Combine(MyAppPath, @"..\..\..\res\revit\test.r2s"), UpRevitProj.ProjectID);
UpRevitProj.CloseProject(SaveMode.SaveChangesNo);
SCIA.OpenAPI.EsaProject UpTeklaProj = env.OpenProject(System.IO.Path.Combine(MyAppPath, @"..\..\..\res\template.esa"));
env.UpdateProject(SCIA.OpenAPI.Environment.TypeOfExtProject.TypeTekla, System.IO.Path.Combine(MyAppPath, @"..\..\..\res\tekla\test.t2s"), UpTeklaProj.ProjectID);
UpTeklaProj.CloseProject(SaveMode.SaveChangesNo);
SCIA.OpenAPI.EsaProject UpXlsxProj = env.OpenProject(System.IO.Path.Combine(MyAppPath, @"..\..\..\res\template.esa"));
env.UpdateProject(SCIA.OpenAPI.Environment.TypeOfExtProject.TypeAEF, System.IO.Path.Combine(MyAppPath, @"..\..\..\res\aef\test.xlsx"), UpXlsxProj.ProjectID);
UpXlsxProj.CloseProject(SaveMode.SaveChangesNo);
//==========================================================
ApiGuid newXmlproject;
//ApiGuid newEsaproject;
ApiGuid newIfcproject;
ApiGuid newRevitproject;
ApiGuid newTeklaproject;
ApiGuid newAefproject;
EsaProject ImXmlpProj = env.ImportProjectFromFile(SCIA.OpenAPI.Environment.TypeOfExtProject.TypeXML, System.IO.Path.Combine(MyAppPath, @"..\..\..\res\xml\test.xml"), out newXmlproject);
//ESA project cannot be "imported" into SEn...just opened //EsaProject ImpEsaProj = env.ImportProjectFromFile(System.IO.Path.Combine(MyAppPath, @"..\..\..\res\esa\test.esa"), out newEsaproject);
EsaProject ImpIfcProj = env.ImportProjectFromFile(SCIA.OpenAPI.Environment.TypeOfExtProject.TypeIFC, System.IO.Path.Combine(MyAppPath, @"..\..\..\res\ifc\test.ifc"), out newIfcproject);
EsaProject ImpRevitProj = env.ImportProjectFromFile(SCIA.OpenAPI.Environment.TypeOfExtProject.TypeRevit, System.IO.Path.Combine(MyAppPath, @"..\..\..\res\revit\test.r2s"), out newRevitproject);
EsaProject ImpTeklaProj = env.ImportProjectFromFile(SCIA.OpenAPI.Environment.TypeOfExtProject.TypeTekla, System.IO.Path.Combine(MyAppPath, @"..\..\..\res\tekla\test.t2s"), out newTeklaproject);
EsaProject ImpAefProj = env.ImportProjectFromFile(SCIA.OpenAPI.Environment.TypeOfExtProject.TypeAEF, System.IO.Path.Combine(MyAppPath, @"..\..\..\res\aef\test.xlsx"), out newAefproject);
env.CloseAllProjects(SaveMode.SaveChangesNo);
}
}
/// <summary>
/// This method represented simple use of OpenAPI, initialization of environment, creation of model, linear calculation and reading results
/// </summary>
static private void RunSCIAOpenAPI_simple()
{
//Initialization of OpenAPI environment
using (SCIA.OpenAPI.Environment env = new SCIA.OpenAPI.Environment(SciaEngineerFullPath, AppLogPath, "1.0.0.0"))// path to the location of your installation and temp path for logs)
{
//Run SCIA Engineer application
bool openedSE = env.RunSCIAEngineer(SCIA.OpenAPI.Environment.GuiMode.ShowWindowShow);
if (!openedSE)
{
throw new InvalidOperationException($"Cannot run SCIA Engineer");
}
//Open project
SCIA.OpenAPI.EsaProject proj = env.OpenProject(SciaEngineerProjecTemplate);
if (proj == null)
{
throw new InvalidOperationException($"Cannot open project");
}
//method which create model
CreateModel(proj.Model);
#region ---------- Calculation----------
#region Send Model to SCIA Engineer
//Refresh model in SCIA Engineer from local ADM
proj.Model.RefreshModel_ToSCIAEngineer();
#endregion
#region Calculate
// Run calculation
proj.RunCalculation();
#endregion
#endregion
#region ---------- Results -------------
//Initialize Results API
using (ResultsAPI rapi = proj.Model.InitializeResultsAPI())
{
if (rapi != null)
{
//Create container for 1D results
Result IntFor1Db1 = new Result();
//Results key for internal forces on beam 1
ResultKey keyIntFor1Db1 = new ResultKey
{
CaseType = eDsElementType.eDsElementType_LoadCase,
CaseId = Lc1Id,
EntityType = eDsElementType.eDsElementType_Beam,
EntityName = beamName,
Dimension = eDimension.eDim_1D,
ResultType = eResultType.eFemBeamInnerForces,
CoordSystem = eCoordSystem.eCoordSys_Local
};
//Load 1D results based on results key
IntFor1Db1 = rapi.LoadResult(keyIntFor1Db1);
if (IntFor1Db1 != null)
{
Console.WriteLine(IntFor1Db1.GetTextOutput());
}
//combination
//Create container for 1D results
Result IntFor1Db1Combi = new Result();
//Results key for internal forces on beam 1
ResultKey keyIntFor1Db1Combi = new ResultKey
{
EntityType = eDsElementType.eDsElementType_Beam,
EntityName = beamName,
CaseType = eDsElementType.eDsElementType_Combination,
CaseId = C1Id,
Dimension = eDimension.eDim_1D,
ResultType = eResultType.eFemBeamInnerForces,
CoordSystem = eCoordSystem.eCoordSys_Local
};
// Load 1D results based on results key
IntFor1Db1Combi = rapi.LoadResult(keyIntFor1Db1Combi);
if (IntFor1Db1Combi != null)
{
Console.WriteLine(IntFor1Db1Combi.GetTextOutput());
}
ResultKey keyReactionsSu1 = new ResultKey
{
CaseType = eDsElementType.eDsElementType_LoadCase,
CaseId = Lc1Id,
EntityType = eDsElementType.eDsElementType_Node,
EntityName = "n1",
Dimension = eDimension.eDim_reactionsPoint,
ResultType = eResultType.eReactionsNodes,
CoordSystem = eCoordSystem.eCoordSys_Global
};
Result reactionsSu1 = new Result();
reactionsSu1 = rapi.LoadResult(keyReactionsSu1);
if (reactionsSu1 != null)
{
Console.WriteLine(reactionsSu1.GetTextOutput());
}
Result Def2Ds1 = new Result();
//Results key for internal forces on slab
ResultKey keySlab = new ResultKey
{
EntityType = eDsElementType.eDsElementType_Slab,
EntityName = SlabName,
CaseType = eDsElementType.eDsElementType_LoadCase,
CaseId = Lc1Id,
Dimension = eDimension.eDim_2D,
ResultType = eResultType.eFemDeformations,
CoordSystem = eCoordSystem.eCoordSys_Local
};
Def2Ds1 = rapi.LoadResult(keySlab);
if (Def2Ds1 != null)
{
Console.WriteLine(Def2Ds1.GetTextOutput());
double maxvalue = 0;
double pivot;
for (int i = 0; i < Def2Ds1.GetMeshElementCount(); i++)
{
pivot = Def2Ds1.GetValue(2, i);
if (System.Math.Abs(pivot) > System.Math.Abs(maxvalue))
{
maxvalue = pivot;
}
;
}
;
Console.WriteLine("Maximum deformation on slab:");
Console.WriteLine(maxvalue);
}
}
else
{
throw new Exception("No results accessible");
}
Console.WriteLine($"Press key to exit");
Console.ReadKey();
}
#endregion
proj.CloseProject(SCIA.OpenAPI.SaveMode.SaveChangesNo);
env.Dispose();
}
}
