public BuildingDirectionalProcedureElement(double Width, double Length, double Height, double WindSpeed, WindExposureCategory windExposureType,
WindEnclosureType EnclosureClass,
WindStructureDynamicResponseType StructureDynamicClass, double Damping, ICalcLog CalcLog)
: base(Width, Length, Height, WindSpeed, windExposureType, EnclosureClass, StructureDynamicClass, Damping, CalcLog)
{
}
public double GetInternalPressureCoefficient(WindEnclosureType EnclosureType, double OpeningArea,
double InternalVolume)
{
double GCpi = this.GetInternalPressureCoefficient(EnclosureType);
double Vi = InternalVolume;
double Aog = OpeningArea;
double Ri = 1.0;
double GCpiR = GCpi * Ri;
//WindInternalPressureCoefficientLargeVolumeRi.docx
#region GCpiR
ICalcLogEntry GCpiREntry = new CalcLogEntry();
GCpiREntry.ValueName = "GCpiR";
GCpiREntry.AddDependencyValue("GCpi", Math.Round(GCpi, 3));
GCpiREntry.AddDependencyValue("Vi", Math.Round(Vi, 3));
GCpiREntry.Reference = "";
GCpiREntry.DescriptionReference = "/Templates/Loads/ASCE7_10/Wind/WindInternalPressureCoefficientLargeVolumeRi.docx";
GCpiREntry.FormulaID = null; //reference to formula from code
GCpiREntry.VariableValue = Math.Round(GCpiR, 3).ToString();
#endregion
this.AddToLog(GCpiREntry);
return(GCpiR);
}
public double GetInternalPressureCoefficient(WindEnclosureType EnclosureType)
{
double GCpi = 0.0;
switch (EnclosureType)
{
case WindEnclosureType.Open:
GCpi = 0.0;
break;
case WindEnclosureType.PartiallyEnclosed:
GCpi = 0.55;
break;
case WindEnclosureType.Enclosed:
GCpi = 0.18;
break;
}
return(GCpi);
}
public double GetInternalPressureCoefficient(WindEnclosureType EnclosureType, double OpeningArea,
double InternalVolume)
{
double GCpi = this.GetInternalPressureCoefficient(EnclosureType);
double Vi = InternalVolume;
double Aog = OpeningArea;
double Ri = 1.0;
double GCpiR = GCpi * Ri;
//WindInternalPressureCoefficientLargeVolumeRi.docx
#region GCpiR
ICalcLogEntry GCpiREntry = new CalcLogEntry();
GCpiREntry.ValueName = "GCpiR";
GCpiREntry.AddDependencyValue("GCpi", Math.Round(GCpi, 3));
GCpiREntry.AddDependencyValue("Vi", Math.Round(Vi, 3));
GCpiREntry.Reference = "";
GCpiREntry.DescriptionReference = "/Templates/Loads/ASCE7_10/Wind/WindInternalPressureCoefficientLargeVolumeRi.docx";
GCpiREntry.FormulaID = null; //reference to formula from code
GCpiREntry.VariableValue = Math.Round(GCpiR, 3).ToString();
#endregion
this.AddToLog(GCpiREntry);
return GCpiR;
}
public WindStructure(double Width, double Length, double Height, double WindSpeed, WindExposureCategory windExposureType,
WindEnclosureType EnclosureClass, WindStructureDynamicResponseType StructureDynamicClass,
double Damping, ICalcLog CalcLog) : base(CalcLog)
{
this.width = Width;
this.length = Length;
this.height = Height;
this.windSpeed = WindSpeed;
this._windExposure = windExposureType;
this.enclosureClassification = EnclosureClass;
this.dynamicClassification = StructureDynamicClass;
this.damping = Damping;
terrainCoefficientsNeedCalculation = true;
}
public double GetInternalPressureCoefficient(WindEnclosureType EnclosureType)
{
double GCpi = 0.0;
switch (EnclosureType)
{
case WindEnclosureType.Open:
GCpi= 0.0;
break;
case WindEnclosureType.PartiallyEnclosed:
GCpi= 0.55;
break;
case WindEnclosureType.Enclosed:
GCpi= 0.18;
break;
}
return GCpi;
}
public BuildingDirectionalProcedureElement(double Width, double Length, double Height, double WindSpeed, WindExposureCategory windExposureType,
WindEnclosureType EnclosureClass,
WindStructureDynamicResponseType StructureDynamicClass, double Damping, ICalcLog CalcLog)
: base(Width, Length, Height, WindSpeed, windExposureType, EnclosureClass, StructureDynamicClass, Damping, CalcLog)
{
}