private void Materials_ListBox_SelectionChanged(object sender, SelectionChangedEventArgs e)
{
int index = materials_ListBox.SelectedIndex;
if (index != -1)
{
Material mat = MainWindow.materialList[index];
if (mat is OrthotropicElasticMaterial)
{
OrthotropicElasticMaterial oMat = mat as OrthotropicElasticMaterial;
_EX.Text = oMat.Ex.ToString();
_EY.Text = oMat.Ey.ToString();
_GXY.Text = oMat.Gxy.ToString();
_GXZ.Text = oMat.Gxz.ToString();
_GYZ.Text = oMat.Gyz.ToString();
_poisson.Text = oMat.Vxy.ToString();
chk_Elastic.IsChecked = true;
}
else if (mat is SpringAxialModel)
{
SpringAxialModel saMat = mat as SpringAxialModel;
_iniStiff.Text = saMat._iniStiff.ToString();
_compStiff.Text = saMat._compStiff.ToString();
_fMax.Text = saMat._fMax.ToString();
_dMax.Text = saMat._dMax.ToString();
_degStiff.Text = saMat._degStiff.ToString();
_fRes.Text = saMat._fRes.ToString();
_dUlt.Text = saMat._dUlt.ToString();
_unlStiff.Text = saMat._unlStiff.ToString();
_fUnl.Text = saMat._fUnl.ToString();
_conStiff.Text = saMat._conStiff.ToString();
_relStiff.Text = saMat._relStiff.ToString();
chk_Nonlinear.IsChecked = true;
}
else //SpringGeneralModel
{
SpringGeneralModel sgMat = mat as SpringGeneralModel;
_iniStiff.Text = sgMat._iniStiff.ToString();
_fMax.Text = sgMat._fMax.ToString();
_dMax.Text = sgMat._dMax.ToString();
_degStiff.Text = sgMat._degStiff.ToString();
_fRes.Text = sgMat._fRes.ToString();
_dUlt.Text = sgMat._dUlt.ToString();
_unlStiff.Text = sgMat._unlStiff.ToString();
_fUnl.Text = sgMat._fUnl.ToString();
_conStiff.Text = sgMat._conStiff.ToString();
_relStiff.Text = sgMat._relStiff.ToString();
chk_Nonlinear.IsChecked = true;
}
}
}
/// <summary>
/// Saves the current structure to an .xml file
/// </summary>
/// <param name="pathToSave">The path to save the file</param>
public static void SaveStructure(string pathToSave, List <Material> materialsList,
List <Node> nodesList, List <ShellElement> shellList,
List <Spring3D> spring3DList, List <Load> loadsList,
List <Mass> massesList, List <Support> supportsList,
List <SeismicLoad> seismicList, List <ImpulseLoad> impulseList,
List <Analyses> analysesList)
{
XmlWriterSettings settings = new XmlWriterSettings();
settings.Indent = true;
settings.NewLineChars = "\r\n";
XmlWriter writer = XmlWriter.Create(pathToSave, settings);
writer.WriteStartDocument(true);
writer.WriteStartElement("structure");
//write the analysis type
writer.WriteStartElement("analyses");
int count = 1;
foreach (Analyses analysis in analysesList)
{
writer.WriteStartElement("analysis");
writer.WriteAttributeString("type", analysis.AnalysisType());
if (analysis.AnalysisType() == "Elastic")
{
ElasticAnalysis mElas = analysis as ElasticAnalysis;
writer.WriteAttributeString("load-steps", mElas.Steps.ToString());
}
else if (analysis.AnalysisType() == "Pushover")
{
PushoverAnalysis push = analysis as PushoverAnalysis;
writer.WriteAttributeString("load-steps", push.Steps.ToString());
writer.WriteAttributeString("iterations", push.Iters.ToString());
}
else if (analysis.AnalysisType() == "Cyclic")
{
CyclicAnalysis cyclic = analysis as CyclicAnalysis;
writer.WriteAttributeString("load-steps", cyclic.Steps.ToString());
writer.WriteAttributeString("iterations", cyclic.Iters.ToString());
writer.WriteAttributeString("initial-peak", cyclic.InitialPeak.ToString());
writer.WriteAttributeString("cycles-per-peak", cyclic.CyclesPerPeak.ToString());
writer.WriteAttributeString("peak-increment", cyclic.PeakIncrement.ToString());
writer.WriteAttributeString("steps-per-peak", cyclic.StepsPerPeak.ToString());
writer.WriteAttributeString("type", cyclic.Type.ToString());
}
else
{
DynamicAnalysis dyn = analysis as DynamicAnalysis;
writer.WriteAttributeString("deltaT", dyn.DeltaT.ToString());
writer.WriteAttributeString("additional-time", dyn.AdditionalTime.ToString());
writer.WriteAttributeString("iterations", dyn.Iters.ToString());
writer.WriteAttributeString("itegration-method", dyn.IntegrationMethod.ToString());
writer.WriteAttributeString("type", dyn.Type.ToString());
}
writer.WriteString(count.ToString());
count++;
writer.WriteEndElement();
}
writer.WriteEndElement();
//write the materials
writer.WriteStartElement("materials");
writer.WriteAttributeString("total", materialsList.Count.ToString());
foreach (Material m in materialsList)
{
writer.WriteStartElement("material");
writer.WriteAttributeString("type", m.Type);
if (m.Type == "Elastic")
{
ElasticMaterial mElas = m as ElasticMaterial;
writer.WriteAttributeString("elasticity", mElas.E.ToString());
writer.WriteAttributeString("poisson", mElas.V.ToString());
}
else if (m.Type == "OrthoElastic")
{
OrthotropicElasticMaterial mElas = m as OrthotropicElasticMaterial;
writer.WriteAttributeString("ex", mElas.Ex.ToString());
writer.WriteAttributeString("ey", mElas.Ey.ToString());
writer.WriteAttributeString("vxy", mElas.Vxy.ToString());
writer.WriteAttributeString("gxy", mElas.Gxy.ToString());
writer.WriteAttributeString("gyz", mElas.Gyz.ToString());
writer.WriteAttributeString("gxz", mElas.Gxz.ToString());
}
else if (m.Type == "Spring-Axial")
{
SpringAxialModel springAxial = m as SpringAxialModel;
writer.WriteAttributeString("initialStiffness", springAxial._iniStiff.ToString());
writer.WriteAttributeString("peakForce", springAxial._fMax.ToString());
writer.WriteAttributeString("peakDisplacement", springAxial._dMax.ToString());
writer.WriteAttributeString("degradingStiffness", springAxial._degStiff.ToString());
writer.WriteAttributeString("residualForce", springAxial._fRes.ToString());
writer.WriteAttributeString("ultimateDisplacement", springAxial._dUlt.ToString());
writer.WriteAttributeString("compressiveStiffness", springAxial._compStiff.ToString());
writer.WriteAttributeString("unloadStiffness", springAxial._unlStiff.ToString());
writer.WriteAttributeString("unloadForce", springAxial._fUnl.ToString());
writer.WriteAttributeString("connectStiffness", springAxial._conStiff.ToString());
writer.WriteAttributeString("reloadStiffness", springAxial._relStiff.ToString());
}
else
{
SpringGeneralModel springGeneral = m as SpringGeneralModel;
writer.WriteAttributeString("initialStiffness", springGeneral._iniStiff.ToString());
writer.WriteAttributeString("peakForce", springGeneral._fMax.ToString());
writer.WriteAttributeString("peakDisplacement", springGeneral._dMax.ToString());
writer.WriteAttributeString("degradingStiffness", springGeneral._degStiff.ToString());
writer.WriteAttributeString("residualForce", springGeneral._fRes.ToString());
writer.WriteAttributeString("ultimateDisplacement", springGeneral._dUlt.ToString());
writer.WriteAttributeString("unloadStiffness", springGeneral._unlStiff.ToString());
writer.WriteAttributeString("unloadForce", springGeneral._fUnl.ToString());
writer.WriteAttributeString("connectStiffness", springGeneral._conStiff.ToString());
writer.WriteAttributeString("reloadStiffness", springGeneral._relStiff.ToString());
}
writer.WriteString(m.ID.ToString());
writer.WriteEndElement();
}
writer.WriteEndElement();
//write the loads
writer.WriteStartElement("loads");
writer.WriteAttributeString("total", loadsList.Count.ToString());
foreach (Load l in loadsList)
{
writer.WriteStartElement("load");
writer.WriteAttributeString("ID", l.ID.ToString());
writer.WriteAttributeString("nodeID", l.NodeID.ToString());
writer.WriteAttributeString("status", l.Status);
writer.WriteAttributeString("values", l.GetLoadList.Count.ToString());
//for each pair of dir-val in the load element
foreach (PairValue pv in l.GetLoadList)
{
writer.WriteStartElement("value");
writer.WriteAttributeString("direction", pv.ID.ToString());
writer.WriteString(pv.GetVal.ToString());
writer.WriteEndElement();
}
writer.WriteEndElement();
}
writer.WriteEndElement();
//write the masses
writer.WriteStartElement("masses");
writer.WriteAttributeString("total", massesList.Count.ToString());
foreach (Mass m in massesList)
{
writer.WriteStartElement("mass");
writer.WriteAttributeString("ID", m.ID.ToString());
writer.WriteAttributeString("nodeID", m.NodeID.ToString());
writer.WriteAttributeString("values", m.GetMassList.Count.ToString());
//for each pair of dir-val in the mass element
foreach (PairValue pv in m.GetMassList)
{
writer.WriteStartElement("value");
writer.WriteAttributeString("direction", pv.ID.ToString());
writer.WriteString(pv.GetVal.ToString());
writer.WriteEndElement();
}
writer.WriteEndElement();
}
writer.WriteEndElement();
//write the boundaries
writer.WriteStartElement("boundaries");
writer.WriteAttributeString("total", supportsList.Count.ToString());
foreach (Support s in supportsList) // for each support condition applied to a node
{
writer.WriteStartElement("boundary");
writer.WriteAttributeString("ID", s.ID.ToString());
writer.WriteAttributeString("nodeID", s.NodeID.ToString());
writer.WriteAttributeString("values", s.GetSupportList.Count.ToString());
foreach (PairValue pv in s.GetSupportList) // for each pair of dir-val in the support element
{
writer.WriteStartElement("value");
writer.WriteAttributeString("direction", pv.ID.ToString());
writer.WriteString(pv.GetVal.ToString());
writer.WriteEndElement();
}
writer.WriteEndElement();
}
writer.WriteEndElement();
//write the nodes
writer.WriteStartElement("nodes");
writer.WriteAttributeString("total", nodesList.Count.ToString());
foreach (Node n in nodesList)
{
writer.WriteStartElement("node");
writer.WriteAttributeString("X", n.Point.X.ToString());
writer.WriteAttributeString("Y", n.Point.Y.ToString());
writer.WriteAttributeString("Z", n.Point.Z.ToString());
writer.WriteString(n.ID.ToString());
writer.WriteEndElement();
}
writer.WriteEndElement();
//write the spring3D elements
writer.WriteStartElement("spring3D");
writer.WriteAttributeString("total", spring3DList.Count.ToString());
foreach (Spring3D e in spring3DList)
{
writer.WriteStartElement("element");
writer.WriteAttributeString("N1", e.N1.ID.ToString());
writer.WriteAttributeString("N2", e.N2.ID.ToString());
writer.WriteAttributeString("materialX", e.MaterialList[0].ToString());
writer.WriteAttributeString("materialY", e.MaterialList[1].ToString());
writer.WriteAttributeString("materialZ", e.MaterialList[2].ToString());
writer.WriteAttributeString("axial-vec", e.VectorX.ToString());
writer.WriteAttributeString("shear-vec", e.VectorY.ToString());
writer.WriteString(e.ID.ToString());
writer.WriteEndElement();
}
writer.WriteEndElement();
//write the shell elements
writer.WriteStartElement("shell");
writer.WriteAttributeString("total", shellList.Count.ToString());
foreach (ShellElement e in shellList)
{
writer.WriteStartElement("element");
writer.WriteAttributeString("thickness", e.thickness.ToString());
writer.WriteAttributeString("layers", e.layers.ToString());
writer.WriteAttributeString("material", e.material.ID.ToString());
writer.WriteAttributeString("N1", e.nodeList[0].ID.ToString());
writer.WriteAttributeString("N2", e.nodeList[1].ID.ToString());
writer.WriteAttributeString("N3", e.nodeList[2].ID.ToString());
writer.WriteAttributeString("N4", e.nodeList[3].ID.ToString());
writer.WriteAttributeString("N5", e.nodeList[4].ID.ToString());
writer.WriteAttributeString("N6", e.nodeList[5].ID.ToString());
writer.WriteAttributeString("N7", e.nodeList[6].ID.ToString());
writer.WriteAttributeString("N8", e.nodeList[7].ID.ToString());
writer.WriteAttributeString("N9", e.nodeList[8].ID.ToString());
writer.WriteString(e.ID.ToString());
writer.WriteEndElement();
}
writer.WriteEndElement();
if (seismicList.Count != 0)
{
//write the seismic load
writer.WriteStartElement("seismic");
writer.WriteAttributeString("total", seismicList[0].Records[0].Count.ToString());
for (int i = 0; i < seismicList[0].Records[0].Count; i++)
{
writer.WriteStartElement("data-point");
writer.WriteAttributeString("time", (seismicList[0].DeltaT * (i + 1)).ToString());
for (int j = 0; j < seismicList[0].Directions.Count; j++)
{
if (seismicList[0].Directions[j] == 'x')
{
writer.WriteAttributeString("x", (seismicList[0].Records[j][i] * seismicList[0].Scales[j]).ToString());
}
else if (seismicList[0].Directions[j] == 'y')
{
writer.WriteAttributeString("y", (seismicList[0].Records[j][i] * seismicList[0].Scales[j]).ToString());
}
else
{
writer.WriteAttributeString("z", (seismicList[0].Records[j][i] * seismicList[0].Scales[j]).ToString());
}
}
writer.WriteString((i + 1).ToString());
writer.WriteEndElement();
}
writer.WriteEndElement();
}
if (impulseList.Count != 0)
{
//write the seismic load
writer.WriteStartElement("impulse");
writer.WriteAttributeString("total", impulseList[0].Points.GetLength(0).ToString());
for (int i = 0; i < impulseList[0].Points.GetLength(0); i++)
{
writer.WriteStartElement("data-point");
writer.WriteAttributeString("time", (impulseList[0].Points[i, 0]).ToString());
writer.WriteAttributeString("force", (impulseList[0].Points[i, 1]).ToString());
writer.WriteString((i + 1).ToString());
writer.WriteEndElement();
}
writer.WriteEndElement();
}
writer.WriteEndDocument();
writer.Close();
}