/// <summary>
/// This function assigns auto seismic loading parameters for the 2002 IS1893 code.
/// </summary>
/// <param name="name">The name of an existing Quake-type load pattern with a corresponding auto seismic load assignment.</param>
/// <param name="loadDirection">The seismic load direction.</param>
/// <param name="eccentricity">The eccentricity ratio that applies to all diaphragms.</param>
/// <param name="periodOption">The time period option.</param>
/// <param name="Ct">The code-specified Ct factor. [L].
/// This only applies when <paramnamef name="periodOption" /> = <see cref="eTimePeriodOption.Approximate" /> or <see cref="eTimePeriodOption.ProgramCalculated" />.</param>
/// <param name="userSpecifiedPeriod">The user specified time period. [s]
/// This only applies when <paramnamef name="periodOption" /> = <see cref="eTimePeriodOption.UserDefined" /></param>
/// <param name="userSpecifiedHeights">True: Top and bottom elevations of the seismic load are user specified.
/// Else, the program determines the elevations.</param>
/// <param name="coordinateTopZ">Global Z-coordinate at the highest level where auto seismic loads are applied. [L].
/// This only applies when <paramnamef name="userSpecifiedHeights" /> = True.</param>
/// <param name="coordinateBottomZ">Global Z-coordinate at the lowest level where auto seismic loads are applied. [L].
/// This only applies when <paramnamef name="userSpecifiedHeights" /> = True.</param>
/// <param name="soilType">Type of the soil.</param>
/// <param name="R">The response modification factor.</param>
/// <param name="I">The importance factor.</param>
/// <param name="ZOption">The method of input for the seismic zone factor.</param>
/// <param name="Z">The seismic zone factor, Z.
/// If <paramnamef name="ZOption" /> = <see cref="eSource.PerCode" />, this item should be one of the following: 0.10, 0.16, 0.24, 0.36.</param>
/// <exception cref="CSiException">API_DEFAULT_ERROR_CODE</exception>
public void SetLoad(string name,
eSeismicLoadDirection loadDirection,
double eccentricity,
eTimePeriodOption periodOption,
double Ct,
double userSpecifiedPeriod,
bool userSpecifiedHeights,
double coordinateTopZ,
double coordinateBottomZ,
eSiteClass_IS_1893_2002 soilType,
double R,
double I,
eSource ZOption,
double Z)
{
_callCode = _sapModel.LoadPatterns.AutoSeismic.SetIS1893_2002(name,
(int)loadDirection,
eccentricity,
(int)periodOption,
Ct,
userSpecifiedPeriod,
userSpecifiedHeights,
coordinateTopZ,
coordinateBottomZ,
(int)ZOption,
Z,
(int)soilType,
I,
R);
if (throwCurrentApiException(_callCode))
{
throw new CSiException(API_DEFAULT_ERROR_CODE);
}
}
/// <summary>
/// This function defines an IS1893-2002 response spectrum function.
/// </summary>
/// <param name="name">The name of an IS1893-2002 response spectrum function. <para />
/// If this is an existing function, that function is modified; otherwise, a new function is added.</param>
/// <param name="Z">The seismic zone factor, Z.</param>
/// <param name="S">The soil type.</param>
/// <param name="dampingRatio">The damping ratio for the function, 0 <= <paramref name="dampingRatio" /> < 1.</param>
/// <exception cref="CSiException">API_DEFAULT_ERROR_CODE</exception>
public void SetFunction(string name,
double Z,
eSiteClass_IS_1893_2002 S,
double dampingRatio)
{
dampingRatio = limitDampingRatio(dampingRatio);
_callCode = _sapModel.Func.FuncRS.SetIS18932002(name, Z, (int)S, dampingRatio);
if (throwCurrentApiException(_callCode))
{
throw new CSiException(API_DEFAULT_ERROR_CODE);
}
}
/// <summary>
/// This function retrieves the definition of an IS1893-2002 response spectrum function.
/// </summary>
/// <param name="name">The name of an IS1893-2002 response spectrum function.</param>
/// <param name="Z">The seismic zone factor, Z.</param>
/// <param name="S">The soil type.</param>
/// <param name="dampingRatio">The damping ratio for the function, 0 <= <paramref name="dampingRatio" /> < 1.</param>
/// <exception cref="CSiException">API_DEFAULT_ERROR_CODE</exception>
public void GetFunction(string name,
ref double Z,
ref eSiteClass_IS_1893_2002 S,
ref double dampingRatio)
{
int csiSoilType = 0;
_callCode = _sapModel.Func.FuncRS.GetIS18932002(name, ref Z, ref csiSoilType, ref dampingRatio);
if (throwCurrentApiException(_callCode))
{
throw new CSiException(API_DEFAULT_ERROR_CODE);
}
S = (eSiteClass_IS_1893_2002)csiSoilType;
}
public void SetLoad(string name,
eSeismicLoadDirection loadDirection,
double eccentricity,
eTimePeriodOption periodOption,
double Ct,
double userSpecifiedPeriod,
bool userSpecifiedHeights,
double coordinateTopZ,
double coordinateBottomZ,
eSiteClass_IS_1893_2002 soilType,
double R,
double I,
eSource ZOption,
double Z)
{
}
/// <summary>
/// This function retrieves auto seismic loading parameters for the 2002 IS1893 code.
/// </summary>
/// <param name="name">The name of an existing Quake-type load pattern with a corresponding auto seismic load assignment.</param>
/// <param name="loadDirection">The seismic load direction.</param>
/// <param name="eccentricity">The eccentricity ratio that applies to all diaphragms.</param>
/// <param name="periodOption">The time period option.</param>
/// <param name="Ct">The code-specified Ct factor. [L].
/// This only applies when <paramref name="periodOption" /> = <see cref="eTimePeriodOption.Approximate" /> or <see cref="eTimePeriodOption.ProgramCalculated" />.</param>
/// <param name="userSpecifiedPeriod">The user specified time period. [s]
/// This only applies when <paramref name="periodOption" /> = <see cref="eTimePeriodOption.UserDefined" /></param>
/// <param name="userSpecifiedHeights">True: Top and bottom elevations of the seismic load are user specified.
/// Else, the program determines the elevations.</param>
/// <param name="coordinateTopZ">Global Z-coordinate at the highest level where auto seismic loads are applied. [L].
/// This only applies when <paramref name="userSpecifiedHeights" /> = True.</param>
/// <param name="coordinateBottomZ">Global Z-coordinate at the lowest level where auto seismic loads are applied. [L].
/// This only applies when <paramref name="userSpecifiedHeights" /> = True.</param>
/// <param name="soilType">Type of the soil.</param>
/// <param name="R">The response modification factor.</param>
/// <param name="I">The importance factor.</param>
/// <param name="ZOption">The method of input for the seismic zone factor.</param>
/// <param name="Z">The seismic zone factor, Z.
/// If <paramref name="ZOption" /> = <see cref="eSource.PerCode" />, this item should be one of the following: 0.10, 0.16, 0.24, 0.36.</param>
/// <exception cref="CSiException">API_DEFAULT_ERROR_CODE</exception>
public void GetLoad(string name,
ref eSeismicLoadDirection loadDirection,
ref double eccentricity,
ref eTimePeriodOption periodOption,
ref double Ct,
ref double userSpecifiedPeriod,
ref bool userSpecifiedHeights,
ref double coordinateTopZ,
ref double coordinateBottomZ,
ref eSiteClass_IS_1893_2002 soilType,
ref double R,
ref double I,
ref eSource ZOption,
ref double Z)
{
int csiLoadDirection = 0;
int csiPeriodOption = 0;
int csiSoilType = 0;
int csiSeismicZoneOption = 0;
_callCode = _sapModel.LoadPatterns.AutoSeismic.GetIS1893_2002(name,
ref csiLoadDirection,
ref eccentricity,
ref csiPeriodOption,
ref Ct,
ref userSpecifiedPeriod,
ref userSpecifiedHeights,
ref coordinateTopZ,
ref coordinateBottomZ,
ref csiSeismicZoneOption,
ref Z,
ref csiSoilType,
ref I,
ref R);
if (throwCurrentApiException(_callCode))
{
throw new CSiException(API_DEFAULT_ERROR_CODE);
}
loadDirection = (eSeismicLoadDirection)csiLoadDirection;
periodOption = (eTimePeriodOption)csiPeriodOption;
soilType = (eSiteClass_IS_1893_2002)csiSoilType;
ZOption = (eSource)csiSeismicZoneOption;
}
public void SetFunction(string name,
double Z,
eSiteClass_IS_1893_2002 S,
double dampingRatio)
{
}
public void GetFunction(string name,
ref double Z,
ref eSiteClass_IS_1893_2002 S,
ref double dampingRatio)
{
}
