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# 
# --- Command log file ---
# PLAXIS 2D 2025.1
# Tutorial - 15a
# Dynamics analysis of a generator on an elastic foundation
# without damping
# Note: Use the PLAXIS Commands runner to execute this
# 
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_initializerectangular SoilContour 0 -10 20 0
_setproperties "Title" "Dynamics analysis of a generator on an elastic foundation" "Company" "Bentley Systems Inc" "Comments" "" "UnitForce" "kN" "UnitLength" "m" "UnitTime" "day" "UnitTemperature" "K" "UnitEnergy" "kJ" "UnitPower" "kW" "WaterWeight" 10 "ReferenceTemperature" 293.15 "LiquidSpecificHeatCapacity" 4181.3 "LiquidThermalConductivity" 0.0006 "LiquidLatentHeat" 334000 "LiquidThermalExpansion" 0.00021 "LiquidTemperature" 293.15 "IceSpecificHeatCapacity" 2108 "IceThermalConductivity" 0.00222 "IceThermalExpansion" 5E-5 "VapourSpecificHeatCapacity" 1930 "VapourThermalConductivity" 2.5E-5 "VapourSpecificGasConstant" 461.5 "UseTemperatureDepWaterPropsTable" False "ModelType" "Axisymmetry" "ElementType" "15-Noded"
_borehole 0
_soillayer 0
_set Soillayer_1.Zones[0].Bottom -10
_soilmat "Identification" "Soil1" "SoilModel" "Linear Elastic" "Colour" 15262369 "gammaUnsat" 20 "gammaSat" 20 "ERef" 50000 "nu" 0.3 "K0Determination" "Automatic" 
_setmaterial Soillayer_1 Soil1
_gotostructures
_plate 0 0 0.5 0
_platemat "Identification" "plate1" "MaterialType" "Elastic" "Colour" 16711680  "Isotropic" True "EA1" 7600000 "EI" 24000 "W" 5
_set Plate_1.Material Plate1
_lineload (Line_1)
_mergeequivalents Geometry
_gotomesh
_mesh 0.06
_gotostages
_phase InitialPhase
_set Model.CurrentPhase Phase_1
_set Phase_1.Identification "Footing"
_activate Plates Phase_1
_activate LineLoads Phase_1
_set LineLoad_1_1.qy_start Phase_1 -8
_phase Phase_1
_set Model.CurrentPhase Phase_2
_set Phase_2.Identification "Start generator"
_set Phase_2.DeformCalcType "Dynamic"
_set Phase_2.Deform.TimeIntervalSeconds 0.5
_set Phase_2.Deform.ResetDisplacementsToZero True
_displmultiplier
_delete DisplacementMultiplier_1
_loadmultiplier
_set LoadMultiplier_1.Amplitude 10
_set LoadMultiplier_1.Frequency 10
_activate (DynLineLoad_1_1) Phase_2
_set DynLineLoad_1_1.Multipliery Phase_2 LoadMultiplier_1
_set DynLineLoad_1_1.qy_start Phase_2 -1
_set Dynamics.BoundaryXMin Phase_2 "None"
_set Dynamics.BoundaryYMin Phase_2 "Viscous"
_phase Phase_2
_set Model.CurrentPhase Phase_3
_set Phase_3.Identification "Stop generator"
_set Phase_3.DeformCalcType "Dynamic"
_set Phase_3.Deform.TimeIntervalSeconds 0.5
_deactivate (LineLoad_1_1) Phase_3
_deactivate (DynLineLoad_1_1) Phase_3
_activate (LineLoad_1_1) Phase_3
_selectmeshpoints
/output addcurvepoint "Node" Soil_1_1 (1.4 0)
/output addcurvepoint "Node" Soil_1_1 (1.9 0)
/output addcurvepoint "Node" Soil_1_1 (3.6 0)
/output update