public void ToMidasMct_CableForce(string filepath)
{
using (StreamWriter file = new StreamWriter(Path.Combine(filepath, "调索.mct"),
false, System.Text.Encoding.GetEncoding("gbk")))
{
MCTWriter.CableForce(file, this);
}
}
public void ToMidasMct(string filepath)
{
using (StreamWriter file = new StreamWriter(Path.Combine(filepath, "VictoriaBridge.mct"),
false, System.Text.Encoding.GetEncoding("gbk")))
{
//==============================================================================================
// Begin
//==============================================================================================
MCTWriter.Beginning(file);
//==============================================================================================
// Section
//==============================================================================================
file.WriteLine("*SECTION");
foreach (int key in TowerHeightList.Keys)
{
if ((string)ElemList[GetElemListIndex(key)].XData.AsArray()[4].Value == "桥塔纵梁")
{
file.WriteLine("{0},DBUSER,TowerS-{1},CB,0,0,0,0,0,0,YES,NO,BSTF,2,{2:F3},4000,{3:F3},{4:F3}," +
"500,220,22,500,220,22,7,{5}", key, key, TowerHeightList[key], TowerThickList[key], TowerThickList[key],
((int)TowerHeightList[key] / 500.0));
}
else
{
file.WriteLine("{0},DBUSER,TowerS-{1},CC,0,0,0,0,0,0,YES,NO,BSTF,2,{2:F3},4000,{3:F3},{4:F3}," +
"500,220,22,500,220,22,7,{5}", key, key, TowerHeightList[key], TowerThickList[key], TowerThickList[key],
((int)TowerHeightList[key] / 500.0));
}
}
file.WriteLine("501, DBUSER, cable, CC, 0, 0, 0, 0, 0, 0, YES,NO, SR , 2,100, 0, 0, 0, 0, 0, 0, 0, 0, 0");
file.WriteLine("503, DBUSER, Rig, CC, 0, 0, 0, 0, 0, 0, YES,NO, SR , 2, 500, 0, 0, 0, 0, 0, 0, 0, 0, 0");
file.WriteLine("519,DBUSER,cable-19,CC,0,0,0,0,0,0,YES,NO,SR,2, 58, 0, 0, 0, 0, 0, 0, 0, 0, 0");
file.WriteLine("531,DBUSER,cable-31,CC,0,0,0,0,0,0,YES,NO,SR,2, 74, 0, 0, 0, 0, 0, 0, 0, 0, 0");
file.WriteLine("537,DBUSER,C15.2-37,CC,0,0,0,0,0,0,YES,NO,SR,2, 81,0, 0, 0, 0, 0, 0, 0, 0, 0");
file.WriteLine("543,DBUSER,C15.2-43,CC,0,0,0,0,0,0,YES,NO,SR,2, 87,0, 0, 0, 0, 0, 0, 0, 0, 0");
file.WriteLine("555,DBUSER,C15.2-55,CC,0,0,0,0,0,0,YES,NO,SR,2, 99,0, 0, 0, 0, 0, 0, 0, 0, 0");
file.WriteLine("561,DBUSER,C15.2-61,CC,0,0,0,0,0,0,YES,NO,SR,2,104,0, 0, 0, 0, 0, 0, 0, 0, 0");
file.WriteLine("573,DBUSER,C15.2-73,CC,0,0,0,0,0,0,YES,NO,SR,2,114,0, 0, 0, 0, 0, 0, 0, 0, 0");
file.WriteLine("585,DBUSER,C15.2-85,CC,0,0,0,0,0,0,YES,NO,SR,2,123,0, 0, 0, 0, 0, 0, 0, 0, 0");
file.WriteLine("591,DBUSER,C15.2-91,CC,0,0,0,0,0,0,YES,NO,SR,2,127,0, 0, 0, 0, 0, 0, 0, 0, 0");
MCTWriter.CompositeSection(file);
//==============================================================================================
// Node
//==============================================================================================
file.WriteLine("*NODE");
foreach (DBPoint node in NodeList)
{
int n = (short)node.XData.AsArray()[0].Value;
file.WriteLine("{0},{1:F3},{2:F3},{3:F3}", n, node.Position.X, node.Position.Y, node.Position.Z);
}
file.WriteLine("*ELEMENT");
foreach (Line elem in ElemList)
{
int e = (short)elem.XData.AsArray()[3].Value;
int ni = (short)elem.XData.AsArray()[0].Value;
int nj = (short)elem.XData.AsArray()[1].Value;
string typestring = (string)elem.XData.AsArray()[4].Value;
if (typestring == "主梁")
{
file.WriteLine("{0},BEAM,4,601,{1},{2},0", e, ni, nj, GetFixAng(elem));
}
else if (typestring == "刚臂")
{
file.WriteLine("{0},BEAM,9,503,{1},{2},0", e, ni, nj);
}
else if (typestring == "主索")
{
if (elem.Bounds.Value.MaxPoint.X <= 153000)
{
file.WriteLine("{0},TENSTR,4,531,{1},{2},0,1,0,0,NO", e, ni, nj);
}
//else if (elem.Bounds.Value.MaxPoint.X <= 153000)
//{
// file.WriteLine("{0},TENSTR,4,512,{1},{2},0,1,0,0,NO", e, ni, nj);
//}
//else if (elem.Bounds.Value.MaxPoint.X <= 189000)
//{
// file.WriteLine("{0},TENSTR,4,513,{1},{2},0,1,0,0,NO", e, ni, nj);
//}
else
{
file.WriteLine("{0},TENSTR,4,519,{1},{2},0,1,0,0,NO", e, ni, nj);
}
}
else if (typestring == "背索")
{
if (elem.Bounds.Value.MinPoint.X >= -45000)
{
file.WriteLine("{0},TENSTR,4,537,{1},{2},0,1,0,0,NO", e, ni, nj);
}
else
{
file.WriteLine("{0},TENSTR,4,543,{1},{2},0,1,0,0,NO", e, ni, nj);
}
}
else
{
file.WriteLine("{0},BEAM,4,{0},{1},{2},{3}", e, ni, nj, GetFixAng(elem));
}
}
// 575, TENSTR, 1, 467, 374, 515, 0, 1, 0, 0, NO
//==============================================================================================
// Constraint
//==============================================================================================
file.WriteLine("*CONSTRAINT");
var nsel = from nd in NodeList where nd.Position.Z == BackLineA.EndPoint.Z select nd.XData.AsArray()[0].Value;
foreach (short ni in nsel)
{
string fixid = "111111";
file.WriteLine("{0},{1},AllBNDR", ni, fixid);
}
nsel = from nd in NodeList where nd.Position.X < 0 select nd.XData.AsArray()[0].Value;
foreach (short ni in nsel)
{
string fixid = "111111";
file.WriteLine("{0},{1},AllBNDR", ni, fixid);
}
nsel = from nd in NodeList where (nd.Position.X == 0) select nd.XData.AsArray()[0].Value;
foreach (short ni in nsel)
{
string fixid = "111000";
file.WriteLine("{0},{1},AllBNDR", ni, fixid);
}
nsel = from nd in NodeList where (nd.Position.X == 220000) select nd.XData.AsArray()[0].Value;
foreach (short ni in nsel)
{
string fixid = "011000";
file.WriteLine("{0},{1},AllBNDR", ni, fixid);
}
file.WriteLine("*ELASTICLINK");
double zz = FrontC.EndPoint.Z;
nsel = from nd in NodeList where (nd.Position.X == keyx1) && (nd.Position.Y == 11000) select nd.XData.AsArray()[0].Value;
file.WriteLine(" 1,{0},{1},GEN,0,10e10,0, 0, 0, 0, 0, NO, 0.5, 0.5,AllBNDR", nsel.ElementAt(0), nsel.ElementAt(1));
nsel = from nd in NodeList where (nd.Position.X == keyx1) && (nd.Position.Y == -11000) select nd.XData.AsArray()[0].Value;
file.WriteLine(" 2,{0},{1},GEN,0,10e10,0, 0, 0, 0, 0, NO, 0.5, 0.5,AllBNDR", nsel.ElementAt(0), nsel.ElementAt(1));
nsel = from nd in NodeList where (nd.Position.X == keyx2) && (nd.Position.Y == 11000) select nd.XData.AsArray()[0].Value;
file.WriteLine(" 3,{0},{1},GEN,0,10e10,0, 0, 0, 0, 0, NO, 0.5, 0.5,AllBNDR", nsel.ElementAt(0), nsel.ElementAt(1));
nsel = from nd in NodeList where (nd.Position.X == keyx2) && (nd.Position.Y == -11000) select nd.XData.AsArray()[0].Value;
file.WriteLine(" 4,{0},{1},GEN,0,10e10,0, 0, 0, 0, 0, NO, 0.5, 0.5,AllBNDR", nsel.ElementAt(0), nsel.ElementAt(1));
// *ELASTICLINK
// 1, 158, 414, GEN , 0, 1111, 0, 0, 0, 0, 0, NO, 0.5, 0.5,
//==============================================================================================
// Load
//==============================================================================================
file.WriteLine("*GROUP");
file.WriteLine("AllBridge, 1to{0}, 1to{1}, 0", GlobalNodeId - 1, GlobalElemId - 1);
MCTWriter.CableIniForce(file, this);
file.WriteLine("*STLDCASE");
file.WriteLine("DeadLoad,USER,");
file.WriteLine("*LOADTOMASS, XYZ, YES, YES, YES, YES, 9806");
file.WriteLine("DeadLoad, 1");
file.WriteLine("*USE-STLD, DeadLoad");
file.WriteLine("*SELFWEIGHT, 0, 0, -1,AllLoad");
file.WriteLine("*CONLOAD");
var nnsel = from nd in NodeList where nd.Position.Y == 0 select nd.XData.AsArray()[0].Value;
///人行道板 + 底座：6kN / m
///钢护栏：1kN / m
///铺装2.4ton/m3
double ww = (6 + 1 + 1) * 2.0 * 220 * 1000;
double liqing = 2.4 * 0.1 * 8.2 * 220.0 * 1000 * 9.8;
double fn = (ww + liqing) / nnsel.Count() * -1.0;
foreach (short n in nnsel)
{
file.WriteLine("{0}, 0, 0, {1:F3}, 0, 0, 0,AllLoad ", n, fn);
}
//MCTWriter.CableForceForLC(file,this);
//==============================================================================================
file.WriteLine("*ENDDATA");
}
}
