Add stirrup update strategy

This commit is contained in:
Evgeny Redikultsev
2025-03-23 21:24:22 +05:00
parent aec85e37f5
commit 15bb7030cc
44 changed files with 524 additions and 107 deletions

View File

@@ -1,4 +1,5 @@
using StructureHelperCommon.Infrastructures.Exceptions;
using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperCommon.Infrastructures.Exceptions;
using System;
using System.Collections.Generic;
using System.Linq;
@@ -37,28 +38,34 @@ namespace StructureHelperCommon.Models.Forces.BeamShearActions
{
Name = "Beam shear action"
};
SetAction(beamShearAction.XAxisShearAction, 0);
SetFactors(beamShearAction.XAxisShearAction);
beamShearAction.XAxisShearAction.ShearLoads.Clear();
SetExternalForceFactors(beamShearAction.ExternalForce.CombinationProperty);
SetAction(beamShearAction.YAxisShearAction, 1e5);
SetFactors(beamShearAction.YAxisShearAction);
SetAction(beamShearAction.SupportAction, 1e5);
SetFactors(beamShearAction.SupportAction);
return beamShearAction;
}
private static void SetExternalForceFactors(IFactoredCombinationProperty combinationProperty)
{
combinationProperty.CalcTerm = CalcTerms.ShortTerm;
combinationProperty.LimitState = LimitStates.ULS;
combinationProperty.LongTermFactor = 1;
combinationProperty.ULSFactor = 1;
}
private static void SetAction(IBeamShearAxisAction beamShearAxisAction, double supportForce)
{
beamShearAxisAction.SupportShearForce = 1e5;
IBeamShearLoad distributedLoad = BeamShearLoadFactory.GetBeamShearLoad(ShearLoadTypes.DistributedLoad);
beamShearAxisAction.SupportForce.ForceTuple.Qy = supportForce;
IBeamSpanLoad distributedLoad = BeamShearLoadFactory.GetBeamShearLoad(ShearLoadTypes.DistributedLoad);
beamShearAxisAction.ShearLoads.Add(distributedLoad);
}
private static void SetFactors(IBeamShearAxisAction beamShearAxisAction)
{
beamShearAxisAction.FactoredCombinationProperty.LimitState = Infrastructures.Enums.LimitStates.ULS;
beamShearAxisAction.FactoredCombinationProperty.CalcTerm = Infrastructures.Enums.CalcTerms.ShortTerm;
beamShearAxisAction.FactoredCombinationProperty.LongTermFactor = 0.95;
beamShearAxisAction.FactoredCombinationProperty.ULSFactor = 1.2;
beamShearAxisAction.SupportForce.CombinationProperty.LimitState = LimitStates.ULS;
beamShearAxisAction.SupportForce.CombinationProperty.CalcTerm = CalcTerms.ShortTerm;
beamShearAxisAction.SupportForce.CombinationProperty.LongTermFactor = 0.95;
beamShearAxisAction.SupportForce.CombinationProperty.ULSFactor = 1.2;
}
}
}

View File

@@ -13,7 +13,7 @@ namespace StructureHelperCommon.Models.Forces.BeamShearActions
}
public static class BeamShearLoadFactory
{
public static IBeamShearLoad GetBeamShearLoad(ShearLoadTypes loadType)
public static IBeamSpanLoad GetBeamShearLoad(ShearLoadTypes loadType)
{
if (loadType == ShearLoadTypes.DistributedLoad)
{