public LoadComposeBase(StruCalseBaseParas para, StruLineParas[] lineParas, HangingPointSettingParas hpParas, TowerTemplate template, string tablePath)
{
ProcessString = new List <string>();
Process2String = new List <string>();
Paras = para;
LineParasArr = lineParas;
HPSettingParas = hpParas;
Template = template;
DicGroup = StruLoadComposeDicReader.Read(GetDicPath());
LoadDics = StruLoadComposeDicReader.DicRead(GetLoadDicPath());
wireNum = Template.Wires.Count;
earthWireNum = Template.Wires.Where(item => item.Contains("地")).Count();
workConditionNum = Template.WorkConditongs.Count;
DataSet ds = ExcelUtils.ReadExcel(tablePath);
ReadWorkCondition(ds);
ReadElectricLoad(ds);
}
public void TestMethod6()
{
var openFileDialog = new Microsoft.Win32.OpenFileDialog()
{
Filter = "DLL Files (*.dll)|*.dll"
};
if (openFileDialog.ShowDialog() != true)
{
return;
}
var openTemplateDialog = new Microsoft.Win32.OpenFileDialog()
{
Filter = "Excel Files (*.xlsx)|*.xlsx"
};
if (openTemplateDialog.ShowDialog() != true)
{
return;
}
var saveFileDialog = new Microsoft.Win32.SaveFileDialog()
{
Filter = "Dat Files (*.dat)|*.dat",
};
if (saveFileDialog.ShowDialog() != true)
{
return;
}
DES.DesDecrypt(openFileDialog.FileName, saveFileDialog.FileName, "12345678");
TowerTemplateReader TemplateReader = new TowerTemplateReader(TowerTypeEnum.CornerTower);
Mode.TowerTemplate template = TemplateReader.Read(saveFileDialog.FileName);
StruCalseBaseParas formulaParas = new StruCalseBaseParas();
formulaParas.Type = TowerTypeEnum.CornerTower;
formulaParas.LoadRatio = 1;
formulaParas.IsMethod1Selected = false;
//结构重要性系数
formulaParas.R1Install = 1.0f;
formulaParas.R0Normal = 1.1f;
//荷载分项系数
formulaParas.RGBad = 1.2f;
formulaParas.RGGood = 1.00f;
formulaParas.RQ = 1.4f;
//formulaParas.RGCheck01 = 1.3f;
//可变荷载组合系数
formulaParas.VcFNormal = 1f;
formulaParas.VcFInstall = 0.9f;
formulaParas.VcFBroken = 0.9f;
formulaParas.VcFUnevenIce = 0.9f;
formulaParas.VcFCheck = 0.75f;
//其他参数
formulaParas.WindAdjustFactor = 1f;
formulaParas.OtherWindAdjustFactor = 1.00f;
formulaParas.DynamicCoef = 1.1f;
formulaParas.LiftCoefJumper = 2f;
formulaParas.TempStayWireAngle = 45f;
formulaParas.TractionAgnle = 20f;
formulaParas.IsMethod1Selected = false;
//formulaParas.RA = 1.5f;
StruLineParas[] lineParas = new StruLineParas[] {
new StruLineParas
{
TstringNum = 0,
WireExtraLoad = 4,
TwireExtraLoad = 0,
AnchorTension = 47.49f,
TemporaryTension = 10f,
AngleMin = 20f,
AngleMax = 40f,
isTurnRight = true,
DrawingCoef = 1.05f,
PulleyTensionDif = 0,
},
new StruLineParas
{
TstringNum = 0,
WireExtraLoad = 4,
TwireExtraLoad = 0,
AnchorTension = 47.49f,
TemporaryTension = 10f,
AngleMin = 20f,
AngleMax = 40f,
isTurnRight = true,
DrawingCoef = 1.05f,
PulleyTensionDif = 0,
},
new StruLineParas
{
TstringNum = 1,
WireExtraLoad = 12,
TwireExtraLoad = 6,
AnchorTension = 412.14f,
TemporaryTension = 40f,
AngleMin = 20f,
AngleMax = 40f,
isTurnRight = true,
DrawingCoef = 1.1f,
PulleyTensionDif = 50,
},
new StruLineParas
{
TstringNum = 1,
WireExtraLoad = 12,
TwireExtraLoad = 6,
AnchorTension = 412.14f,
TemporaryTension = 40f,
AngleMin = 20f,
AngleMax = 40f,
isTurnRight = true,
DrawingCoef = 1.1f,
PulleyTensionDif = 50,
},
new StruLineParas
{
TstringNum = 1,
WireExtraLoad = 12,
TwireExtraLoad = 6,
AnchorTension = 412.14f,
TemporaryTension = 40f,
AngleMin = 20f,
AngleMax = 40f,
isTurnRight = true,
DrawingCoef = 1.1f,
PulleyTensionDif = 50,
},
};
List <HangingPointParas> normalList = new List <HangingPointParas>()
{
new HangingPointParas()
{
Index = 1,
WireType = "左地",
StringType = "常规",
Points = new string[] { "11", "13" }
},
new HangingPointParas()
{
Index = 2,
WireType = "右地",
StringType = "常规",
Points = new string[] { "40", "42" }
},
new HangingPointParas()
{
Index = 3,
WireType = "左导",
StringType = "常规",
Points = new string[] { "1511", "1513", "1601", "1603" }
},
new HangingPointParas()
{
Index = 4,
WireType = "中导",
StringType = "常规",
Points = new string[] { "1060", "1062" }
},
new HangingPointParas()
{
Index = 5,
WireType = "右导",
StringType = "常规",
Points = new string[] { "1600", "1602", "1510", "1512" }
},
};
List <HangingPointParas> normalTList = new List <HangingPointParas>()
{
new HangingPointParas()
{
Index = 1,
WireType = "左地",
StringType = "无跳线"
},
new HangingPointParas()
{
Index = 2,
WireType = "右地",
StringType = "无跳线",
},
new HangingPointParas()
{
Index = 3,
WireType = "左导",
StringType = "I串",
Points = new string[] { "1481", "1483" }
},
new HangingPointParas()
{
Index = 4,
WireType = "中导",
StringType = "I串",
Points = new string[] { "490", "492" }
},
new HangingPointParas()
{
Index = 5,
WireType = "右导",
StringType = "I串",
Points = new string[] { "1480", "1482" }
},
};
List <HangingPointParas> intallTList = new List <HangingPointParas>()
{
new HangingPointParas()
{
Index = 1,
WireType = "左导",
StringType = "I串",
Array = "第a组",
Points = new string[] { "1481", "1483" }
},
new HangingPointParas()
{
Index = 2,
WireType = "中导",
StringType = "I串",
Array = "第a组",
Points = new string[] { "490", "492" }
},
new HangingPointParas()
{
Index = 3,
WireType = "右导",
StringType = "I串",
Array = "第a组",
Points = new string[] { "1480", "1482" }
},
};
List <HangingPointParas> turingList = new List <HangingPointParas>()
{
new HangingPointParas()
{
Index = 1,
WireType = "左导",
StringType = "I串",
Points = new string[] { "1511", "1513", "1601", "1603" }
},
new HangingPointParas()
{
Index = 2,
WireType = "中导",
StringType = "I串",
Points = new string[] { "1040", "1042", "1050", "1052" }
},
new HangingPointParas()
{
Index = 3,
WireType = "右导",
StringType = "I串",
Points = new string[] { "1600", "1602", "1510", "1512" }
},
};
HangingPointSettingParas ratioParas = new HangingPointSettingParas
{
BLTQ = 0.5f,
BLTH = 0.5f,
BLTZ = 0,
BLDZTQ = 0.5f,
BLDZTH = 0.5f,
BLDZTZ = 0,
IsTuringPointSeleced = true,
NormalXYPoints = normalList,
NormalZPoints = normalTList,
InstallXYPoints = intallTList,
InstallZPoints = intallTList,
TurningPoints = turingList,
};
LoadComposeTensionTower loadCornerTower = new LoadComposeTensionTower(formulaParas, lineParas, ratioParas, template, openTemplateDialog.FileName);
string filePath = saveFileDialog.FileName.Substring(0, saveFileDialog.FileName.Length - 3) + "calc";
loadCornerTower.CalculateLoadDistribute(filePath);
string filePath2 = saveFileDialog.FileName.Substring(0, saveFileDialog.FileName.Length - 3) + "div";
List <StruCalsPointLoad> loadList = loadCornerTower.CalsPointsLoad(filePath2);
string filePath3 = saveFileDialog.FileName.Substring(0, saveFileDialog.FileName.Length - 3) + "load";
loadCornerTower.GenerateLoadFile(filePath3, loadList);
}
public FormulaLineTower(StruCalseBaseParas paras) : base(paras)
{
}
public LoadComposeLineCornerTower(StruCalseBaseParas para, StruLineParas[] lineParas, HangingPointSettingParas ratioParas, TowerTemplate template, string tablePath)
: base(para, lineParas, ratioParas, template, tablePath)
{
formula = new FormulaLineLineCornerTower(para);
}
public FormulaTensionTower(StruCalseBaseParas paras) : base(paras)
{
}
public void TestMethod7()
{
var openFileDialog = new Microsoft.Win32.OpenFileDialog()
{
Filter = "DLL Files (*.dll)|*.dll"
};
if (openFileDialog.ShowDialog() != true)
{
return;
}
var openTemplateDialog = new Microsoft.Win32.OpenFileDialog()
{
Filter = "Excel Files (*.xlsx)|*.xlsx"
};
if (openTemplateDialog.ShowDialog() != true)
{
return;
}
var saveFileDialog = new Microsoft.Win32.SaveFileDialog()
{
Filter = "Dat Files (*.dat)|*.dat",
};
if (saveFileDialog.ShowDialog() != true)
{
return;
}
DES.DesDecrypt(openFileDialog.FileName, saveFileDialog.FileName, "12345678");
TowerTemplateReader TemplateReader = new TowerTemplateReader(TowerTypeEnum.LineTower);
Mode.TowerTemplate template = TemplateReader.Read(saveFileDialog.FileName);
StruCalseBaseParas formulaParas = new StruCalseBaseParas();
formulaParas.Type = TowerTypeEnum.LineTower;
formulaParas.LoadRatio = 1;
//结构重要性系数
formulaParas.R1Install = 1f;
formulaParas.R0Normal = 1.1f;
//荷载分项系数
formulaParas.RGBad = 1.2f;
formulaParas.RGGood = 1f;
formulaParas.RQ = 1.4f;
//可变荷载组合系数
formulaParas.VcFNormal = 1f;
formulaParas.VcFInstall = 0.9f;
formulaParas.VcFBroken = 0.9f;
formulaParas.VcFUnevenIce = 0.9f;
formulaParas.VcFCheck = 0.75f;
//其他参数
formulaParas.WindAdjustFactor = 1f;
formulaParas.OtherWindAdjustFactor = 1f;
formulaParas.DynamicCoef = 1.1f;
formulaParas.AnchorWindCoef = 0.7f;
formulaParas.AnchorGravityCoef = 0.7f;
formulaParas.AnchorAngle = 20f;
formulaParas.IsMethod1Selected = true;
StruLineParas[] lineParas = new StruLineParas[] {
new StruLineParas
{
HoistingCoef = 2f,
WireExtraLoad = 4,
AnchorTension = 43.32f,
PulleyTensionDif = 0,
DrawingCoef = 1.2f
},
new StruLineParas
{
HoistingCoef = 2f,
WireExtraLoad = 4,
AnchorTension = 43.32f,
PulleyTensionDif = 0,
DrawingCoef = 1.2f
},
new StruLineParas
{
HoistingCoef = 1.5f,
WireExtraLoad = 8,
AnchorTension = 829.39f,
PulleyTensionDif = 50,
DrawingCoef = 1.2f
},
new StruLineParas
{
HoistingCoef = 1.5f,
WireExtraLoad = 8,
AnchorTension = 829.39f,
PulleyTensionDif = 50,
DrawingCoef = 1.2f
}
};
List <HangingPointParas> normalList = new List <HangingPointParas>()
{
new HangingPointParas()
{
Index = 1,
WireType = "左地",
StringType = "常规",
Points = new string[] { "11", "13" }
},
new HangingPointParas()
{
Index = 2,
WireType = "右地",
StringType = "常规",
Points = new string[] { "10", "12" }
},
new HangingPointParas()
{
Index = 3,
WireType = "左导",
StringType = "V1",
Points = new string[] { "421", "1241" }
},
new HangingPointParas()
{
Index = 4,
WireType = "右导",
StringType = "V1",
Points = new string[] { "1240", "420" }
}
};
List <HangingPointParas> installList = new List <HangingPointParas>()
{
new HangingPointParas()
{
Index = 1,
WireType = "左导",
Array = "第a组",
Points = new string[] { "671", "673", "781", "783" }
},
new HangingPointParas()
{
Index = 2,
WireType = "右导",
Array = "第a组",
Points = new string[] { "670", "672", "780", "782" }
},
new HangingPointParas()
{
Index = 3,
WireType = "左导",
Array = "第b组",
Points = new string[] { "611", "613", "671", "673", "781", "783", "791", "793" }
},
new HangingPointParas()
{
Index = 4,
WireType = "右导",
Array = "第b组",
Points = new string[] { "610", "612", "670", "672", "780", "782", "790", "792" }
},
new HangingPointParas()
{
Index = 5,
WireType = "左导",
Array = "第c组",
Points = new string[] { "671", "673", "781", "783" }
},
new HangingPointParas()
{
Index = 6,
WireType = "右导",
Array = "第c组",
Points = new string[] { "670", "672", "780", "782" }
},
};
List <HangingPointParas> turningPoingts = new List <HangingPointParas>
{
new HangingPointParas
{
Index = 1,
WireType = "左导",
Angle = 90,
Points = new string[] { "1001", "1003" }
},
new HangingPointParas
{
Index = 2,
WireType = "右导",
Angle = -90,
Points = new string[] { "1000", "1002" }
},
};
List <VStringParas> vStringList = new List <VStringParas>()
{
new VStringParas()
{
Index = "V1",
L1 = 8350,
H1 = 9940,
L2 = 8350,
H2 = 9940,
StressLimit = 0,
Angle = 0
},
};
HangingPointSettingParas ratioParas = new HangingPointSettingParas()
{
GCQ = 0.5f,
GCH = 0.5f,
GXN = -1,
GXW = 2,
DQWQ = 0.7f,
DQWH = 0.3f,
DQCQ = 0.7f,
DQCH = 0.3f,
DDWQ = 0.7f,
DDWH = 0.3f,
DDCQ = 0.7f,
DDCH = 0.3f,
DMWQ = 0.7f,
DMWH = 0.3f,
DMCQ = 0.7f,
DMCH = 0.3f,
IsTuringPointSeleced = true,
NormalXYPoints = normalList,
NormalZPoints = normalList,
InstallXYPoints = installList,
InstallZPoints = installList,
TurningPoints = turningPoingts,
VStrings = vStringList,
};
LoadComposeLineTower loadLineTower = new LoadComposeLineTower(formulaParas, lineParas, ratioParas, template, openTemplateDialog.FileName);
string filePath = saveFileDialog.FileName.Substring(0, saveFileDialog.FileName.Length - 3) + "cals";
loadLineTower.CalculateLoadDistribute(filePath);
string filePath2 = saveFileDialog.FileName.Substring(0, saveFileDialog.FileName.Length - 3) + "div";
List <StruCalsPointLoad> loadList = loadLineTower.CalsPointsLoad(filePath2);
string filePath3 = saveFileDialog.FileName.Substring(0, saveFileDialog.FileName.Length - 3) + "load";
loadLineTower.GenerateLoadFile(filePath3, loadList);
}
protected override void InitializeData(string towerName)
{
base.InitializeData(towerName);
Template = struCalsParas.Template;
BaseParas = struCalsParas.BaseParas;
WorkConditions = new ObservableCollection <WorkConditionComboSpec>(struCalsParas.WorkConditions);
List <Column> columns = new List <Column>();
columns.Add(new HeaderColumn()
{
Settings = SettingsType.Binding, FieldName = "Index", Header = "序号", Width = "50",
AllowEditing = false.ToString(),
});
columns.Add(new HeaderColumn()
{
Settings = SettingsType.Binding, FieldName = "IsCalculate", Header = "选择与否", Width = "60"
});
columns.Add(new HeaderColumn()
{
Settings = SettingsType.Binding, FieldName = "WorkConditionCode", Header = "工况", Width = "150",
AllowEditing = false.ToString(),
});
if (Template.TowerType != "直线塔")
{
columns.Add(new HeaderColumn()
{
Settings = SettingsType.Binding, FieldName = "TensionAngleCode", Header = "张力角", Width = "160",
AllowEditing = false.ToString(),
});
}
if (Template.TowerType == "转角塔" || Template.TowerType == "分支塔" || Template.TowerType == "终端塔")
{
columns.Add(new HeaderColumn()
{
Settings = SettingsType.Binding, FieldName = "VertialLoadCode", Header = "垂直载荷", Width = "160",
AllowEditing = false.ToString(),
});
}
columns.Add(new HeaderColumn()
{
Settings = SettingsType.Binding, FieldName = "WindDirectionCode", Header = "风向", Width = "80",
AllowEditing = false.ToString(),
});
for (int i = 0; i < Template.Wires.Count; i++)
{
columns.Add(new HeaderColumn()
{
Settings = SettingsType.Binding, FieldName = "Wire" + (i + 1).ToString(), Header = Template.Wires[i], Width = "100",
AllowEditing = false.ToString(),
});
}
columns.Add(new HeaderColumn()
{
Settings = SettingsType.Binding, FieldName = "WorkComment", Header = "注释", Width = "300",
AllowEditing = false.ToString(),
});
Columns = new ObservableCollection <Column>(columns);
}
//此构造函数用于单元测试
public StruCalsParasCompose(StruCalseBaseParas baseParas, List <StruLineParas> lineParas, List <HangingPointSettingParas> hpSettingParas)
{
BaseParas = baseParas;
LineParas = lineParas;
HPSettingsParas = hpSettingParas;
}
public void TestMethod01_StruCalsParasSerializer()
{
var saveFileDialog = new Microsoft.Win32.SaveFileDialog()
{
Filter = "XML Files (*.xml)|*.xml",
};
if (saveFileDialog.ShowDialog() != true)
{
return;
}
StruCalseBaseParas formulaParas = new StruCalseBaseParas();
formulaParas.Type = TowerTypeEnum.LineTower;
formulaParas.LoadRatio = 1;
//结构重要性系数
formulaParas.R1Install = 1f;
formulaParas.R0Normal = 1.1f;
//荷载分项系数
formulaParas.RGBad = 1.3f;
formulaParas.RGGood = 1.05f;
formulaParas.RQ = 1.5f;
//formulaParas.RGCheck01 = 1.3f;
//可变荷载组合系数
formulaParas.VcFNormal = 1.1f;
formulaParas.VcFInstall = 0.95f;
formulaParas.VcFBroken = 0.95f;
formulaParas.VcFUnevenIce = 0.95f;
formulaParas.VcFCheck = 0.8f;
//其他参数
formulaParas.WindAdjustFactor = 1.3f;
formulaParas.OtherWindAdjustFactor = 0.95f;
formulaParas.DynamicCoef = 1.2f;
formulaParas.AnchorWindCoef = 0.8f;
formulaParas.AnchorGravityCoef = 0.8f;
formulaParas.AnchorAngle = 25f;
StruLineParas[] lineParas = new StruLineParas[] {
new StruLineParas
{
HoistingCoef = 2.5f,
WireExtraLoad = 4,
AnchorTension = 61.20f,
PulleyTensionDif = 0,
DrawingCoef = 1.3f
},
new StruLineParas
{
HoistingCoef = 2.5f,
WireExtraLoad = 4,
AnchorTension = 61.20f,
PulleyTensionDif = 0,
DrawingCoef = 1.3f
},
new StruLineParas
{
HoistingCoef = 2.5f,
WireExtraLoad = 8,
AnchorTension = 375.23f,
PulleyTensionDif = 50,
DrawingCoef = 1.3f
},
new StruLineParas
{
HoistingCoef = 2.5f,
WireExtraLoad = 8,
AnchorTension = 375.23f,
PulleyTensionDif = 50,
DrawingCoef = 1.3f
},
new StruLineParas
{
HoistingCoef = 2.5f,
WireExtraLoad = 8,
AnchorTension = 375.23f,
PulleyTensionDif = 50,
DrawingCoef = 1.3f
},
new StruLineParas
{
HoistingCoef = 2.5f,
WireExtraLoad = 8,
AnchorTension = 375.23f,
PulleyTensionDif = 50,
DrawingCoef = 1.3f
},
new StruLineParas
{
HoistingCoef = 2.5f,
WireExtraLoad = 8,
AnchorTension = 375.23f,
PulleyTensionDif = 50,
DrawingCoef = 1.3f
},
new StruLineParas
{
HoistingCoef = 2.5f,
WireExtraLoad = 8,
AnchorTension = 375.23f,
PulleyTensionDif = 50,
DrawingCoef = 1.3f
}
};
List <HangingPointParas> normalList = new List <HangingPointParas>()
{
new HangingPointParas()
{
Index = 1,
WireType = "左地",
StringType = "常规",
Points = new string[] { "91", "93" }
},
new HangingPointParas()
{
Index = 2,
WireType = "右地",
StringType = "常规",
Points = new string[] { "90", "92" }
},
new HangingPointParas()
{
Index = 3,
WireType = "左上导",
StringType = "I串",
Points = new string[] { "291" }
},
new HangingPointParas()
{
Index = 4,
WireType = "右上导",
StringType = "I串",
Points = new string[] { "290" }
},
new HangingPointParas()
{
Index = 5,
WireType = "左中导",
StringType = "I串",
Points = new string[] { "671", "673" }
},
new HangingPointParas()
{
Index = 6,
WireType = "右中导",
StringType = "I串",
Points = new string[] { "670", "672" }
},
new HangingPointParas()
{
Index = 7,
WireType = "左下导",
StringType = "I串",
Points = new string[] { "1111", "1113" }
},
new HangingPointParas()
{
Index = 8,
WireType = "右下导",
StringType = "I串",
Points = new string[] { "1110", "1112" }
},
};
List <HangingPointParas> installList = new List <HangingPointParas>()
{
new HangingPointParas()
{
Index = 1,
WireType = "左上导",
Array = "第a组",
Points = new string[] { "1", "2" }
},
new HangingPointParas()
{
Index = 2,
WireType = "右上导",
Array = "第a组",
Points = new string[] { "3", "4" }
},
new HangingPointParas()
{
Index = 3,
WireType = "左中导",
Array = "第a组",
Points = new string[] { "11", "22" }
},
new HangingPointParas()
{
Index = 4,
WireType = "右中导",
Array = "第a组",
Points = new string[] { "33", "44" }
},
new HangingPointParas()
{
Index = 5,
WireType = "左下导",
Array = "第a组",
Points = new string[] { "111", "222" }
},
new HangingPointParas()
{
Index = 6,
WireType = "右下导",
Array = "第a组",
Points = new string[] { "333", "444" }
},
};
HangingPointSettingParas ratioParas = new HangingPointSettingParas()
{
GCQ = 0.5f,
GCH = 0.5f,
GXN = -1,
GXW = 2,
DQWQ = 0.5f,
DQWH = 0.5f,
DQCQ = 0.6f,
DQCH = 0.4f,
DDWQ = 0.5f,
DDWH = 0.5f,
DDCQ = 0.6f,
DDCH = 0.4f,
DMWQ = 0.5f,
DMWH = 0.5f,
DMCQ = 0.6f,
DMCH = 0.4f,
NormalXYPoints = normalList,
NormalZPoints = normalList,
InstallXYPoints = installList,
InstallZPoints = installList,
};
XmlUtils.Serializer(saveFileDialog.FileName, new StruCalsParasCompose(formulaParas, new List <StruLineParas>(lineParas), new List <HangingPointSettingParas> {
ratioParas,
}));
StruCalsParasCompose calsParas = XmlUtils.Deserializer <StruCalsParasCompose>(saveFileDialog.FileName);
}
protected override void InitializeData(string towerName)
{
base.InitializeData(towerName);
Template = struCalsParas.Template;
BaseParas = struCalsParas.BaseParas;
var hpSettingsParas = struCalsParas.HPSettingsParas;
if (struCalsParas.ResultPointLoad == null)
{
return;
}
List <StruCalsPointLoad> pointLoads = struCalsParas.ResultPointLoad;
List <int> points = pointLoads.Select(p => p.Name).Distinct().ToList();
points.Sort();
foreach (var point in points)
{
for (int j = 0; j < Template.WorkConditionCombos.Count; j++)
{
StruCalsResult resultItem = new StruCalsResult()
{
Index = j + 1,
PointNum = point,
WorkCondition = Template.WorkConditionCombos[j].WorkComment,
Fx = new float[hpSettingsParas.Count],
Fy = new float[hpSettingsParas.Count],
Fz = new float[hpSettingsParas.Count],
};
for (int k = 0; k < hpSettingsParas.Count; k++)
{
resultItem.Fx[k] = pointLoads.Where(p => p.Name == point && p.WorkConditionId == j && p.Orientation == "X" &&
p.HPSettingName == hpSettingsParas[k].HangingPointSettingName).Sum(p => p.Load);
resultItem.Fx[k] = (float)Math.Round(resultItem.Fx[k], 2);
resultItem.Fy[k] = pointLoads.Where(p => p.Name == point && p.WorkConditionId == j && p.Orientation == "Y" &&
p.HPSettingName == hpSettingsParas[k].HangingPointSettingName).Sum(p => p.Load);
resultItem.Fy[k] = (float)Math.Round(resultItem.Fy[k], 2);
resultItem.Fz[k] = pointLoads.Where(p => p.Name == point && p.WorkConditionId == j && p.Orientation == "Z" &&
p.HPSettingName == hpSettingsParas[k].HangingPointSettingName).Sum(p => p.Load);
resultItem.Fz[k] = (float)Math.Round(resultItem.Fz[k], 2);
}
pointlist.Add(resultItem);
}
_points.Add(new AccordionItem(point.ToString(), (e) => { SeletedPointChanged(e); }));
}
if (Points.Count > 0)
{
SeletedPointChanged(Points[0]);
}
Bands = new ObservableCollection <Band>()
{
new Band()
{
Header = " ",
ChildColumns = new ObservableCollection <HeaderColumn>()
{
new HeaderColumn()
{
Settings = SettingsType.Binding, FieldName = "Index", Header = "序号", Width = "50"
},
new HeaderColumn()
{
Settings = SettingsType.Binding, FieldName = "WorkCondition", Header = "工况", Width = "270"
},
}, Width = "30"
}
};
for (int i = 0; i < hpSettingsParas.Count; i++)
{
Bands.Add(new Band()
{
Header = hpSettingsParas[i].HangingPointSettingName,
ChildColumns = new ObservableCollection <HeaderColumn>()
{
new HeaderColumn()
{
Settings = SettingsType.Binding, FieldName = "Fx[" + i.ToString() + "]", Header = "Fx", Width = "50"
},
new HeaderColumn()
{
Settings = SettingsType.Binding, FieldName = "Fy[" + i.ToString() + "]", Header = "Fy", Width = "50"
},
new HeaderColumn()
{
Settings = SettingsType.Binding, FieldName = "Fz[" + i.ToString() + "]", Header = "Fz", Width = "50"
},
}
});
}
}
public FormulaTower(StruCalseBaseParas paras)
{
Paras = paras;
}
