public void BuildBridge_Construction_Test()
{
const string INPATH = "../../TestFiles/alignment.ifc";
const string OUTPATH = "../../TestFiles/aligment&construction.ifc";
//generate the parameter of offset distance
var t1 = new Technical_Demand();
var t2 = new CrossSection();
t2.calculate_girder_parament(ref t1);
var t3 = new longitudinal_lateral_connection();
t3.get_parameters(ref t1, ref t3, ref t2);
var para = new Technical_Demand();
var cross = new CrossSection();
cross.calculate_girder_parament(ref para);
const int START = 30000, END = 60000;
double startGap = 40;
double endGap = 40;
var thickness = cross.GetThickness();
var sectionParam = new List <double>()
{
cross.girder_upper_flange_width *1000,
cross.girder_lower_flange_width *1000,
cross.girder_web_height *1000
};
var plateThicknessList = new List <List <(double, double)> >()
{
new List <(double, double)>()
{
(START + startGap, thickness[0]), (END - endGap, thickness[0])
},
new List <(double, double)>()
{
(START + startGap, thickness[1]), (END - endGap, thickness[1])
},
new List <(double, double)>()
{
(START + startGap, thickness[2]), (END - endGap, thickness[2])
}
};
using (var bridgeconstruction = new Bridge_Construction(INPATH, OUTPATH))
{
bridgeconstruction.SetGaps(startGap, endGap);
bridgeconstruction.SetCrossSection(cross);
bridgeconstruction.SetBridgeAlong(START, END, 0, 0);
bridgeconstruction.SetOverallSection(sectionParam);
//bridgeconstruction.CreatePlateList(END - endGap, cross);
bridgeconstruction.SetThickness(plateThicknessList);
bridgeconstruction.buildDeck();
}
}
public void BuildBridge_Construction_Test2()
{
const string INPATH = "../../TestFiles/alignment.ifc";
const string OUTPATH = "../../TestFiles/aligment&construction1.ifc";
var t1 = new Technical_Demand();
var t2 = new CrossSection();
t2.calculate_girder_parament(ref t1);
var t3 = new longitudinal_lateral_connection();
t3.get_parameters_truss(ref t1, ref t3, ref t2);
var para = new Technical_Demand();
var cross = new CrossSection();
cross.calculate_girder_parament(ref para);
cross.calculate_stiffener_info(cross.girder_web_height, cross.girder_web_thickness);
t3.Calculate_stiffener_info(ref t2);
//the parameter order is B_UPPER,B_LOWER,WEB
const int START = 30000, END = 60000, STARTGAP = 20, ENDGAP = 20, LATOFFSET = 0;
double VEROFFSET = -cross.vertical_offset_dis;
var sectionParams = new List <double>()
{
cross.girder_upper_flange_width *1000, cross.girder_lower_flange_width * 1000, cross.girder_web_height * 1000
};
var thickness = new List <List <(double, double)> >()
{
new List <(double, double)>()
{
(STARTGAP, cross.girder_upper_flange_thickness * 1000), (END - START - ENDGAP, cross.girder_upper_flange_thickness * 1000)
},
new List <(double, double)>()
{
(STARTGAP, cross.girder_lower_flange_thickness * 1000), (END - START - ENDGAP, cross.girder_lower_flange_thickness * 1000)
},
new List <(double, double)>()
{
(STARTGAP, cross.girder_web_thickness * 1000), (END - START - ENDGAP, cross.girder_web_thickness * 1000)
}
};
using (var bridgeconstruction = new Bridge_Construction(INPATH, OUTPATH))
{
bridgeconstruction.SetCrossSection(cross);
bridgeconstruction.SetBridgeAlong(START, END, VEROFFSET, LATOFFSET);
bridgeconstruction.setLongitudinal_lateral_connection(t3);
bridgeconstruction.SetGaps(STARTGAP, ENDGAP);
bridgeconstruction.SetOverallSection(sectionParams);
bridgeconstruction.SetThickness(thickness);
bridgeconstruction.build();
}
}
public void TestMethod1()
{
var t1 = new Technical_Demand();
t1.Write_Info2TXT();
var t2 = new CrossSection();
t2.calculate_girder_parament(ref t1);
t2.Write_Info2TXT();
var t3 = new longitudinal_lateral_connection();
t3.get_parameters(ref t1, ref t3, ref t2);
t3.Write_Info2TXT();
}
public void TestMethod1()
{
var t1 = new Technical_Demand();
t1.Write_Info2TXT();
var t2 = new CrossSection();
t2.calculate_girder_parament(ref t1);
t2.calculate_stiffener_info(t2.girder_web_height, t2.girder_web_thickness);
t2.Write_Info2TXT();
var t3 = new longitudinal_lateral_connection();
t3.get_parameters_truss(ref t1, ref t3, ref t2);
t3.Write_Info2TXT();
}
