public static void ImportModel(List <int[]> elements, Dictionary <int, double[]> points)
{
int ret;
SAP2000v19.cOAPI SAPObject = null;
SAP2000v19.cHelper myHelper = new SAP2000v19.Helper();
SAPObject = myHelper.GetObject("CSI.SAP2000.API.SapObject");
//Get a reference to cSapModel to access all OAPI classes and functions
SAP2000v19.cSapModel SapModel = SAPObject.SapModel;
int contadorFrame = 1;
int contadorShell = 1;
foreach (int[] element in elements)
{
double[] firstNode = points[element[0]];
double[] secondNode = points[element[1]];
if (element.Length == 2) // LINE
{
string nameFrame = $"Frame-{contadorFrame++}";
ret = SapModel.FrameObj.AddByCoord(firstNode[0], firstNode[1], firstNode[2], secondNode[0], secondNode[1], secondNode[2], ref nameFrame);
}
else
{
double[] thirdNode = points[element[2]];
double[] xCoords = new double[element.Length];
double[] yCoords = new double[element.Length];
double[] zCoords = new double[element.Length];
for (int i = 0; i < element.Length; i++)
{
xCoords[i] = points[element[i]][0];
yCoords[i] = points[element[i]][1];
zCoords[i] = points[element[i]][2];
}
string nameShell = $"Shell-{contadorShell++}";
ret = SapModel.AreaObj.AddByCoord(element.Length, ref xCoords, ref yCoords, ref zCoords, ref nameShell);
}
}
SapModel.View.RefreshView();
}
//MAIN METHOD
static void Main(string[] args)
{
//DATA defined by the user
string loadcase = "load1"; //the procedure works only for one loadcase.
double xmin = 0.0;
double xmax = 2.5;
double ymin = 0.0;
double ymax = 0.3;
double zmin = 0.0;
double zmax = 1.0;
int nlx = 25;
int nly = 3;
int nlz = 10;
double rmin = Math.Sqrt(3); //the filter works for rmin <= Math.Sqrt(3)! For bigger filter check method CreateMapDist and especially the declaration of Map and Dist
double arx = 0.4; //volume %
int fixedepanal = 150; //maximum iterations
//INITIALIZATION
cHelper myHelper = new Helper();
//mySapObject = myHelper.CreateObject(pathToEXE);//get Sap2000 object
SAP2000v19.cOAPI Object = null;
SAP2000v19.cSapModel Model;
//Object = new SAP2000v19.SapObject();
Object = myHelper.CreateObject("C:\\Program Files\\Computers and Structures\\SAP2000 19\\SAP2000.exe"); //get Sap2000 object
Object.ApplicationStart(SAP2000v19.eUnits.kN_m_C, true, "c:\\_SDB\\_TOCPexamples\\testexample1.sdb"); //CHANGE PATH!
Model = Object.SapModel;
int ret;
int i;
bool testbool = true;
//Create Materials and Solid properties
Program P = new Program();
P.CreateMatSolid(ref Model, "Europe", "EN 1992-1-1 per EN 206-1", "C30/37");
//Read SAP Model
string[] PointName;
int PointNumb;
string[] SolidName;
int SolidNumb;
string[] FrameName;
int FrameNumb;
string[] AreaName;
int AreaNumb;
string[] LoadName;
int LoadNumb;
P.ReadModel(ref Model, out PointName, out PointNumb, out SolidName, out SolidNumb, out FrameName, out FrameNumb, out AreaName, out AreaNumb, out LoadName, out LoadNumb);
//DivideSolid
int arstoix;
double diakr;
string SolidNot;
P.DivideSolid(ref Model, ref testbool, xmin, xmax, ymin, ymax, zmin, zmax, nlx, nly, nlz, out SolidNot, out arstoix, out diakr);
//Create Array OptiSolidName
int OptiSolidNumb;
string[] OptiSolidName;
P.CreateOptiSolidName(ref Model, ref testbool, arstoix, xmin, xmax, ymin, ymax, zmin, zmax, diakr, out OptiSolidNumb, out OptiSolidName);
//Create Arrays Map and Dist
int[,] Map;
double[,] Dist;
P.CreateMapDist(ref Model, OptiSolidNumb, nlx, nly, nlz, diakr, rmin, out Map, out Dist);
//declaration of x
double[] xkm2;
xkm2 = new double[OptiSolidNumb];
double[] xkm1;
xkm1 = new double[OptiSolidNumb];
double[] xk;
xk = new double[OptiSolidNumb];
double[] xkfil;
xkfil = new double[OptiSolidNumb];
double[] xnew;
xnew = new double[OptiSolidNumb];
double[] xnewfil;
xnewfil = new double[OptiSolidNumb];
//declaration of der
double[] der;
der = new double[OptiSolidNumb];
double[] derfil;
derfil = new double[OptiSolidNumb];
double V = 0.0;
for (i = 0; i <= OptiSolidNumb - 1; i++)
{
xkfil[i] = arx;
xk[i] = arx;
V = V + xkfil[i];
}
//rest of declarations
double max;
double comp;
double comp2;
//START OF ITERATIVE PROCCESS
int epanal = 0;
bool testpro = false;
do
{
epanal = epanal + 1;
Console.WriteLine("\n\n{0} iteration", epanal);
//update montel based on array xkfil
P.UpdateModel(ref Model, OptiSolidName, OptiSolidNumb, xkfil);
//Set Run Case Flag
ret = Model.Analyze.SetRunCaseFlag(loadcase, true, false);
for (i = 0; i <= LoadNumb - 1; i++)
{
if (LoadName[i] != loadcase)
{
ret = Model.Analyze.SetRunCaseFlag(LoadName[i], false, false);
}
}
//Run Analysis
ret = Model.Analyze.RunAnalysis();
//option for results
ret = Model.Results.Setup.DeselectAllCasesAndCombosForOutput();
ret = Model.Results.Setup.SetCaseSelectedForOutput(loadcase);
if ((FrameNumb != 0) || (AreaNumb != 0) || (SolidNumb != OptiSolidNumb))
{
//Calculate Compliance
comp = P.CalcCompliance(ref Model, ref testbool, SolidName, SolidNot, SolidNumb, FrameName, FrameNumb, AreaName, AreaNumb);
}
//Calculate Derivatives
P.CalcDerivative(ref Model, ref testbool, OptiSolidName, OptiSolidNumb, xkfil, out der, out comp2);
//Filter Derivatives
derfil = P.FilterDer(ref testbool, OptiSolidNumb, Map, Dist, xkfil, der);
//Optimality Criteria
P.OptimalityCriteria(OptiSolidNumb, xk, derfil, Map, Dist, V, out xnew, out xnewfil);
//FindMax and testpro
P.TestProcedure(ref testpro, OptiSolidNumb, epanal, fixedepanal, xk, xnew, out max);
Console.WriteLine("the Compliance of all solid elements that are being optimized is: {0}", comp2);
Console.WriteLine("no error in the procedure: {0}", testbool);
Console.WriteLine("max is {0}", max);
Console.WriteLine("end of an iteration");
for (i = 0; i <= OptiSolidNumb - 1; i++)
{
xk[i] = xnew[i];
xkfil[i] = xnewfil[i];
}
} while (testpro == false);//END OF ITERATIVE PROCCESS
//Delete Solids
P.DeleteSolid(ref Model, OptiSolidName, OptiSolidNumb, xkfil);
Console.WriteLine("The procedure is completed");
Console.ReadKey();
}