public void UpdateColumn(string brname, ref DxfDocument SideLine, ref Dictionary <string, Align> CLList)
{
string selectString = string.Format("SELECT * FROM {0} order by Station asc", brname);
MySqlDataAdapter adapter = new MySqlDataAdapter(selectString, ConnectionStr);
DataSet dataset = new DataSet();
adapter.Fill(dataset);
DataTable dt = dataset.Tables[0];
adapter.Dispose();
for (int i = 0; i < dt.Rows.Count; i++)
{
DataRow item = dt.Rows[i];
string LineName = (string)item["Line"];
string BridgeName = (string)item["Bridge"];
Align CL = CLList[(string)item["Line"]];
string trName = (string)item["Bridge"] == "SEC2-10"?"SEC210": string.Join("0", ((string)item["Bridge"]).Split('-').ToArray());
if (trName != brname || ((string)item["SubType"])[0] != 'C')
{
continue;
}
double curPK = (double)item["Station"];
double WidthLeft = (double)item["WidthLeft"];
double WidthRight = (double)item["WidthRight"];
Angle Theta = Angle.FromDegrees((double)item["Angle"]);
Align RefCL = GetCLByName((string)item["FundType"]);
Vector2D Center = new Vector2D(CL.curPQX.GetCoord(curPK)[0], CL.curPQX.GetCoord(curPK)[1]);
Vector2D dir = new Vector2D(CL.curPQX.GetDir(curPK)[0], CL.curPQX.GetDir(curPK)[1]);
Vector2D Cdir = dir.Rotate(Theta);
SubStructure thisSB = new PierNone();
if (brname.StartsWith("SEC"))
{
double DistLR = 0;
if (LineName == "L1K" && (curPK <= 19100 || curPK >= 19750))
{
Align RK = GetCLByName("R1K");
double RKPK = RK.curPQX.GetStation(Center.X, Center.Y, (Center + Cdir).X, (Center + Cdir).Y);
Vector2D CenterofRK = new Vector2D(RK.curPQX.GetCoord(RKPK)[0], RK.curPQX.GetCoord(RKPK)[1]);
DistLR = (Center - CenterofRK).Length;
Center = Center - Cdir * 0.5 * DistLR;
WidthLeft += 0.5 * DistLR;
WidthRight -= 0.5 * DistLR;
}
Line A = new Line(Center.Convert2(), Center.Convert2() + Cdir.Convert2() * 50);
Line B = new Line(Center.Convert2(), Center.Convert2() - Cdir.Convert2() * 50);
List <Vector2D> DistListLeft = new List <Vector2D>();
List <Vector2D> DistListRight = new List <Vector2D>();
foreach (Line line in SideLine.Lines)
{
var f = A.Intersectwith(line.Flatten());
if (f != null)
{
Vector2D pt = ((Vector2)f).Convert2DS();
DistListLeft.Add(pt - Center);
}
var g = B.Intersectwith(line.Flatten());
if (g != null)
{
Vector2D pt = ((Vector2)g).Convert2DS();
DistListRight.Add(pt - Center);
}
}
foreach (netDxf.Entities.Arc line in SideLine.Arcs)
{
var f = A.Intersectwith(line);
if (f != null)
{
Vector2D pt = ((Vector2)f).Convert2DS();
DistListLeft.Add(pt - Center);
}
var g = B.Intersectwith(line);
if (g != null)
{
Vector2D pt = ((Vector2)g).Convert2DS();
DistListRight.Add(pt - Center);
}
}
foreach (Circle cc in SideLine.Circles)
{
var f = A.Intersectwith(cc);
if (f != null)
{
Vector2D pt = ((Vector2)f).Convert2DS();
DistListLeft.Add(pt - Center);
}
var g = B.Intersectwith(cc);
if (g != null)
{
Vector2D pt = ((Vector2)g).Convert2DS();
DistListRight.Add(pt - Center);
}
}
DistListLeft.Sort((x, y) => x.Length.CompareTo(y.Length));
DistListRight.Sort((x, y) => x.Length.CompareTo(y.Length));
//SubStructure thisSB = PierKnowledge.Arrange3(dt, i, ref CL, ref RefCL,DistListLeft,DistListRight);
thisSB = PierKnowledge.Arrange2("F", curPK, Theta, WidthLeft, WidthRight, DistListLeft, DistListRight, ref CL, 0.5 * DistLR);
}
else
{
DataRow Pre = dt.Rows[i - 1];
thisSB = PierKnowledge.ArrangeRamp(curPK, Theta, ref CL, item, Pre);
}
// -----------------------------------------------------------------------------------
MySqlCommand cmd;
CurConn.Open();
string tmp = string.Format("Insert into sub_tbl values({0},'{1}','{2}',{3},'{4}',{5},{6},{7},'{8}','{9}','{10}',{11},{12},{13},{14});",
thisSB.ID, item["Line"], item["Bridge"], curPK, thisSB.TypeStr, thisSB.Theta.Degrees, thisSB.CapBeamLeft, thisSB.CapBeamRight,
thisSB.DistList.ToString2(), thisSB.PierAngList.ToString2(), thisSB.FundAngList.ToString2(), thisSB.H0, thisSB.H1, thisSB.SlopLeft, thisSB.SlopRight);
cmd = new MySqlCommand(tmp, CurConn);
cmd.ExecuteNonQuery();
CurConn.Close();
}
Console.WriteLine("# {0} 已配置下部结构...", brname);
}