GetMPOrthotropic(this cPropMaterial obj, string Name, double Temp = 0)
{
double[] E, U, A, G;
E = U = A = G = default(double[]);
var res = obj.GetMPOrthotropic(Name, ref E, ref U, ref A, ref G, Temp);
return(E, U, A, G);
}
AddMaterial(this cPropMaterial obj, eMatType MatType, string Region, string Standard, string Grade, string UserName = "")
{
string Name;
Name = default(string);
var res = obj.AddMaterial(ref Name, MatType, Region, Standard, Grade, UserName);
return(Name);
}
GetDamping(this cPropMaterial obj, string Name, double Temp = 0)
{
double ModalRatio, ViscousMassCoeff, ViscousStiffCoeff, HystereticMassCoeff, HystereticStiffCoeff;
ModalRatio = ViscousMassCoeff = ViscousStiffCoeff = HystereticMassCoeff = HystereticStiffCoeff = default(double);
var res = obj.GetDamping(Name, ref ModalRatio, ref ViscousMassCoeff, ref ViscousStiffCoeff, ref HystereticMassCoeff, ref HystereticStiffCoeff, Temp);
return(ModalRatio, ViscousMassCoeff, ViscousStiffCoeff, HystereticMassCoeff, HystereticStiffCoeff);
}
GetONoDesign(this cPropMaterial obj, string Name, double Temp = 0)
{
double FrictionAngle, DilatationalAngle;
FrictionAngle = DilatationalAngle = default(double);
var res = obj.GetONoDesign(Name, ref FrictionAngle, ref DilatationalAngle, Temp);
return(FrictionAngle, DilatationalAngle);
}
GetWeightAndMass(this cPropMaterial obj, string Name, double Temp = 0)
{
double W, M;
W = M = default(double);
var res = obj.GetWeightAndMass(Name, ref W, ref M, Temp);
return(W, M);
}
GetMPUniaxial(this cPropMaterial obj, string Name, double Temp = 0)
{
double E, A;
E = A = default(double);
var res = obj.GetMPUniaxial(Name, ref E, ref A, Temp);
return(E, A);
}
GetTemp(this cPropMaterial obj, string Name)
{
int NumberItems;
NumberItems = default(int);
double[] Temp;
Temp = default(double[]);
var res = obj.GetTemp(Name, ref NumberItems, ref Temp);
return(NumberItems, Temp);
}
GetNameList(this cPropMaterial obj, eMatType MatType = (eMatType)0)
{
int NumberNames;
NumberNames = default(int);
string[] MyName;
MyName = default(string[]);
var res = obj.GetNameList(ref NumberNames, ref MyName, MatType);
return(NumberNames, MyName);
}
GetOSteel_1(this cPropMaterial obj, string Name, double Temp = 0)
{
double Fy, Fu, EFy, EFu, StrainAtHardening, StrainAtMaxStress, StrainAtRupture, FinalSlope;
Fy = Fu = EFy = EFu = StrainAtHardening = StrainAtMaxStress = StrainAtRupture = FinalSlope = default(double);
int SSType, SSHysType;
SSType = SSHysType = default(int);
var res = obj.GetOSteel_1(Name, ref Fy, ref Fu, ref EFy, ref EFu, ref SSType, ref SSHysType, ref StrainAtHardening, ref StrainAtMaxStress, ref StrainAtRupture, ref FinalSlope, Temp);
return(Fy, Fu, EFy, EFu, SSType, SSHysType, StrainAtHardening, StrainAtMaxStress, StrainAtRupture, FinalSlope);
}
GetOTendon_1(this cPropMaterial obj, string Name, double Temp = 0)
{
double Fy, Fu, FinalSlope;
Fy = Fu = FinalSlope = default(double);
int SSType, SSHysType;
SSType = SSHysType = default(int);
var res = obj.GetOTendon_1(Name, ref Fy, ref Fu, ref SSType, ref SSHysType, ref FinalSlope, Temp);
return(Fy, Fu, SSType, SSHysType, FinalSlope);
}
GetTypeOAPI(this cPropMaterial obj, string Name)
{
eMatType MatType;
MatType = default(eMatType);
int SymType;
SymType = default(int);
var res = obj.GetTypeOAPI(Name, ref MatType, ref SymType);
return(MatType, SymType);
}
GetMassSource(this cPropMaterial obj)
{
int MyOption, NumberLoads;
MyOption = NumberLoads = default(int);
string[] LoadPat;
LoadPat = default(string[]);
double[] SF;
SF = default(double[]);
var res = obj.GetMassSource(ref MyOption, ref NumberLoads, ref LoadPat, ref SF);
return(MyOption, NumberLoads, LoadPat, SF);
}
GetSSCurve(this cPropMaterial obj, string Name, string SectName = "", double RebarArea = 0, double Temp = 0)
{
int NumberPoints;
NumberPoints = default(int);
int[] PointID;
PointID = default(int[]);
double[] Strain, Stress;
Strain = Stress = default(double[]);
var res = obj.GetSSCurve(Name, ref NumberPoints, ref PointID, ref Strain, ref Stress, SectName, RebarArea, Temp);
return(NumberPoints, PointID, Strain, Stress);
}
GetORebar_1(this cPropMaterial obj, string Name, double Temp = 0)
{
double Fy, Fu, EFy, EFu, StrainAtHardening, StrainUltimate, FinalSlope;
Fy = Fu = EFy = EFu = StrainAtHardening = StrainUltimate = FinalSlope = default(double);
int SSType, SSHysType;
SSType = SSHysType = default(int);
bool UseCaltransSSDefaults;
UseCaltransSSDefaults = default(bool);
var res = obj.GetORebar_1(Name, ref Fy, ref Fu, ref EFy, ref EFu, ref SSType, ref SSHysType, ref StrainAtHardening, ref StrainUltimate, ref FinalSlope, ref UseCaltransSSDefaults, Temp);
return(Fy, Fu, EFy, EFu, SSType, SSHysType, StrainAtHardening, StrainUltimate, FinalSlope, UseCaltransSSDefaults);
}
GetMaterial(this cPropMaterial obj, string Name)
{
eMatType MatType;
MatType = default(eMatType);
int Color;
Color = default(int);
string Notes, GUID;
Notes = GUID = default(string);
var res = obj.GetMaterial(Name, ref MatType, ref Color, ref Notes, ref GUID);
return(MatType, Color, Notes, GUID);
}
GetOConcrete_1(this cPropMaterial obj, string Name, double Temp = 0)
{
double Fc, FcsFactor, StrainAtFc, StrainUltimate, FinalSlope, FrictionAngle, DilatationalAngle;
Fc = FcsFactor = StrainAtFc = StrainUltimate = FinalSlope = FrictionAngle = DilatationalAngle = default(double);
bool IsLightweight;
IsLightweight = default(bool);
int SSType, SSHysType;
SSType = SSHysType = default(int);
var res = obj.GetOConcrete_1(Name, ref Fc, ref IsLightweight, ref FcsFactor, ref SSType, ref SSHysType, ref StrainAtFc, ref StrainUltimate, ref FinalSlope, ref FrictionAngle, ref DilatationalAngle, Temp);
return(Fc, IsLightweight, FcsFactor, SSType, SSHysType, StrainAtFc, StrainUltimate, FinalSlope, FrictionAngle, DilatationalAngle);
}
GetMassSource_1(this cPropMaterial obj)
{
bool IncludeElements, IncludeAddedMass, IncludeLoads;
IncludeElements = IncludeAddedMass = IncludeLoads = default(bool);
int NumberLoads;
NumberLoads = default(int);
string[] LoadPat;
LoadPat = default(string[]);
double[] sf;
sf = default(double[]);
var res = obj.GetMassSource_1(ref IncludeElements, ref IncludeAddedMass, ref IncludeLoads, ref NumberLoads, ref LoadPat, ref sf);
return(IncludeElements, IncludeAddedMass, IncludeLoads, NumberLoads, LoadPat, sf);
}
