public static Dictionary <string, object> SeismicFundamentalPeriodGeneralMethod(double h_n, string SeismicSystemTypeGeneralProcedure, string Code = "ASCE7-10")
{
//Default values
double T_a = 0;
//Calculation logic:
CalcLog log = new CalcLog();
SeismicSystemTypeForApproximateAnalysis SeismicSystemType;
bool IsValidSystemType = Enum.TryParse(SeismicSystemTypeGeneralProcedure, out SeismicSystemType);
if (IsValidSystemType == false)
{
throw new Exception("Lateral system not recognized");
}
Kodestruct.Loads.ASCE.ASCE7_10.SeismicLoads.Building b = new Kodestruct.Loads.ASCE.ASCE7_10.SeismicLoads.Building(null,
Kodestruct.Loads.ASCE7.Entities.SeismicDesignCategory.None, log);
T_a = b.GetApproximatePeriodGeneral(h_n, SeismicSystemType);
return(new Dictionary <string, object>
{
{ "T_a", T_a }
});
}
public static Dictionary <string, object> SeismicFundamentalPeriodUpperLimitCoefficient(double S_D1, string Code = "ASCE7-10")
{
//Default values
double C_u = 0;
//Calculation logic:
CalcLog log = new CalcLog();
Kodestruct.Loads.ASCE.ASCE7_10.SeismicLoads.Building building = new Kodestruct.Loads.ASCE.ASCE7_10.SeismicLoads.Building(null, log);
C_u = building.GetCoefficientForUpperBoundOnCalculatedPeriod(S_D1);
return(new Dictionary <string, object>
{
{ "C_u", C_u }
});
}
public static Dictionary <string, object> BuildingFundamentalPeriodForSeismicLoads(double C_u, double T_a, double T_calc, string Code = "ASCE7-10")
{
//Default values
double T = 0;
//Calculation logic:
CalcLog log = new CalcLog();
Kodestruct.Loads.ASCE.ASCE7_10.SeismicLoads.Building building = new Kodestruct.Loads.ASCE.ASCE7_10.SeismicLoads.Building(null, log);
double Tmax = building.GetMaximumPeriod(T_a, C_u);
T = building.GetFundamentalPeriod(T_calc, Tmax);
return(new Dictionary <string, object>
{
{ "T", T }
});
}
