Category

Item

Description

Reactions

TOTAL REACTION FORCE

GCS X,Y,Z Reactions

TX REACTION FORCE

GCS X Reaction

TY REACTION FORCE

GCS Y Reaction

TZ REACTION FORCE

GCS Z Reaction

TOTAL REACTION MOMENT

GCS X,Y,Z Moment Reactions

RX REACTION MOMENT

Moment Reaction about GCS X

RY REACTION MOMENT

Moment Reaction about GCS Y

RZ REACTION MOMENT

Moment Reaction about GCS Z

Displacement

TOTAL TRANSLATION(V)

GCS X,Y,Z Total Displacement

TX TRANSLATION(V)

GCS X Displacement

TY TRANSLATION(V)

GCS Y Displacement

TZ TRANSLATION(V)

GCS z Displacement

TOTAL ROTATION

GCS X,Y,Z Rotational Total Displacement

RX ROTATION

GCS X Rotational Displacement

RY ROTATION

GCS Y Rotational Displacement

RZ ROTATION

GCS Z Rotational Displacement

Beam Element Forces

AXIAL FORCE

ECS x Axial Force

SHEAR FORCE Y

ECS y Shear Force

SHEAR FORCE Z

ECS z Shear Force

TORQUE

Torsional Moment about ECS x

BENDING MOMENT Y

Bending Moment about ECS y

BENDING MOMENT Z

Bending Moment about ECS z

Truss Element Forces  

AXIAL FORCE

ECS x Axial Force

TORQUE

Torsional Moment about ECS x

Beam Element Stress

S-AXIAL

ECS x Axial Stress

S-POINT C~F

Stresses by Bending at User Defined Point (C~F)

S-TORSIONAL

Torsional Stress about ECS x

S-XY

ECS xy Shear Stress(Beam)

S-XZ

ECS xz Shear Stress(Beam)

S-VON MISES

von Mises Stress of Element

S-MIN

Minimum Bending Stress(Combination)

S-MAX

Maximum Bending Stress(Combination)

Truss Element Stresses  

S-AXIAL

ECS x Axial Stress

S-TORSIONAL

Torsional Stress about ECS x

Beam Element Strains

E-AXIAL

ECS x Axial Strain

E-POINT C~F

Strains by Bending at User Defined Point (C~F)

E-TORSIONAL

Torsional Strain about ECS x

E-XY

ECS xy Shear Strain

E-XZ

ECS xz Shear Strain

E-VON MISES

von Mises Strain of Element

E-MIN

Minimum Bending Strain(Combination)

E-MAX

Maximum Bending Strain(Combination)

Truss Element Strains  

E-AXIAL

ECS x Axial Strain

E-TORSIONAL

Torsional Strain about ECS x

Plane-Strain Forces

MEMBRANE FORCE XX

x Axial Force

MEMBRANE FORCE YY

y Axial Force

MEMBRANE FORCE XY

xy Shear Force

Plane-Strains Stresses

S-XX

GCS X Effective Stress

S-YY

GCS Y Effective Stress

S-ZZ

GCS Z Effective Stress

S-XX TOTAL

GCS X Total Stress

S-YY TOTAL

GCS Y Total Stress

S-ZZ TOTAL

GCS Z Total Stress

S-XY

GCS XY Shear Stress

S-MAJOR PRINCIPAL(V)

Principal Stress (Maximum)

S-MINOR PRINCIPAL(V)

Principal Stress (Minimum)

S-MAX SHEAR

Maximum Shear Stress

S-VON MISES

von Mises Stress

PLASTIC STATUS*

Plastic Status of Ground Element

MEAN EFFECTIVE PRESSURE

Mean Effective Pressure

MEAN TOTAL PRESSURE

Mean Total Pressure

PORE STRESS

Pore Pressure

EXCESSIVE PORE STRESS

Excessive Pore Stress

Plane-Strain Strains

E-XX

GCS X Strain

E-YY

GCS Y Strain

E-XY

GCS XY Strain

E-MAJOR PRINCIPAL (V)

Maximum Strain of Principal Stress about Main Axis

E-MINOR PRINCIPAL (V)

Minimum Strain of Principal Stress about Main Axis

E-MAX SHEAR

Maximum Shear Strain

E-EQUIVALENT

Equivalent Strain

E-VON MISES

von Mises Strain of Element

E-VOLUMETRIC

Volumetric Strain of Element

E-EFFECTIVE PLASTIC

Equivalent Plastic Strain

Shell Element Forces

MEMBRANE FORCE XX

x Axial Force

MEMBRANE FORCE YY

y Axial Force

MEMBRANE FORCE XY

xy Shear Force

BENDING MOMENT XX

Bending moment about y axis

BENDING MOMENT YY

Bending moment about x axis

BENDING MOMENT XY

xy plane Torsional Moment

TRANSVERSE SHEAR FORCE XZ

zx plane Shear Force about Thickness direction

TRANSVERSE SHEAR FORCE YZ

yz plane Shear Force about Thickness direction

Shell Element Stresses

S-XX

x Axial Stress

S-YY

y Axial Stress

S-ZZ

y Axial Stress

S-XY

xy Axial Shear Stress

S-MAJOR PRINCIPAL(V)

Maximum Principal Stress

S-MINOR PRINCIAL(V)

Minimum Principal Stress

S-MAX SHEAR

Maximum Shear Stress

S-VON MISES

von Mises Stress

Shell Element Strains

E-XX

GCS X Strain

E-YY

GCS Y Strain

E-ZZ

GCS Z Strain

E-XY

GCS XY Strain

E-MAJOR PRINCIPAL (V)

Maximum Strain of Principal Stress about Main Axis

E-MINOR PRINCIPAL (V)

Minimum Strain of Principal Stress about Main Axis

MAX SHEAR

Maximum Shear Strain

E-VON MISES

von Mises Strain

Solid Stresses

S-XX

Effective Stress of GCS X

S-YY

Effective Stress of GCS Y

S-ZZ

Effective Stress of GCS Z

SXY

GCS XY Shear Stress

SYZ

GCS YZ Shear Stress

SXZ

GCS XZ Shear Stress

S-PRINCIPAL A~C(V)

Principal Stresses (A(V) >B(V) > C(V))

S-MAX SHEAR

Maximum Shear Stress

S-EQUIVALENT

Equivalent Stress

S-VON MISES

von Mises Stresses

PLASTIC STATUS*

Plastic Status of Ground Element

MEAN EFFECTIVE PRESSURE

Mean Effective Pressure

S-XX TOTAL

Total Stress of GCS X

S-YY TOTAL

Total Stress of GCS Y

S-ZZ TOTAL

Total Stress of GCS Z

MEAN TOTAL PRESSURE

Mean Total Pressure

PORE STRESS

Pore Stress (=Hydrostatic Pore Stress + Excessive Pore Stress)

EXCESSIVE PORE STRESS

Excessive Pore Stress

Solid Strains

E-XX

GCS X Elastic Strain

E-YY

GCS Y Elastic Strain

E-ZZ

GCS Z Elastic Strain

E-XY

GCS XY Elastic Strain

E-YZ

GCS YZ Elastic Strain

E-ZX

GCS XZ Elastic Strain

E-PRINCIPAL A~C

Principal Stress Strain of Main Axis

E- MAX SHEAR

Maximum Shear Strain

E- EQUIVALENT

Equivalent Strain

E- VON MISES

von Mises Strain

E- EFFECTIVE PLASTIC

Equivalent Plastic Strain

Nodal Seepage Results

TOTAL HEAD

Total Head

PORE PRESSURE HEAD

Pore Pressure Head

PORE PRESSURE

Pore Pressure

FLOW RATE

Flow Rate

APPLIED SEEPAGE FLOW

Flow Rate about Flux

REACTION SEEPAGE FLOW

Flow Rate about Head / Pressure

Plane Strain Seepage Result

HYDRAULIC GRADIENT X(V)

x Hydraulic Gradient

HYDRAULIC GRADIENT Y(V)

y Hydraulic Gradient

HYDRAULIC GRADIENT RESULTANT(V)

xyz Hydraulic Gradient

SEEPAGE FLOW VELOCITY X(V)

x Seepage Flow Velocity

SEEPAGE FLOW VELOCITY Y(V)

y Seepage Flow Velocity

SEEPAGE FLOW VELOCITY RESULTANT(V)

xyz Seepage Flow Velocity

PERMEABILITY A~B

x,y,z Conductivity

VOLUMETRIC WATER CONTENT

Volumetric Water Content

DEGREE OF SATURATION

Degree of Saturation

3D Element Seepage Results

HYDRAULIC GRADIENT X,Y,Z

x,y,z Hydraulic Gradient

HYDRAULIC GRADIENT XY

xy Hydraulic Gradient

HYDRAULIC GRADIENT YZ

yz Hydraulic Gradient

HYDRAULIC GRADIENT XZ

xz Hydraulic Gradient

HYDRAULIC GRADIENT RESULTANT

xyz Hydraulic Gradient

FLOW VELOCITY X,Y,Z

x,y,z Seepage Flow Velocity

FLOW VELOCITY XY,YZ,XZ

x,y,z Seepage Flow Velocity

FLOW VELOCITY RESULTANT

xyz Seepage Flow Velocity

PERMEABILITY A~B

x,y,z Conductivity

VOLUMETRIC WATER CONTENT

Volumetric Water Content

 Hinge Force

Axial Force

Force in Axial Direction

Shear Force Y

Force in Shear Direction "y"

Shear Force Z

Force in Shear Direction "y"

Bending Moment Y

Bending Moment in "y" Direction

Bending Moment Z

Bending Moment in "Z" Direction

Hinge Deformation

AXIAL DEFORM

Deformation in Axial Direction

SHEAR Y DEFORM

Deformation in Y Direction

SHEAR Z DEFORM

Deformation in Z Direction

TORQUE DEFORM

Deformation due to Rotation in  Axial Direction

BENDING Y DEFORM

Deformation due to Bending in Y Direction

BENDING Z DEFORM

Deformation due to Bending in Z Direction

Hinge Status (Positive)

YIELD STATUS AXIAL

Yielding in Axial Direction                         (1= Yielded Component, 0= Non-Yielded Component)

YIELD STATUS SHEAR Y

Yielding in Y Direction

YIELD STATUS SHEAR Z

Yielding in Z Direction

YIELD STATUS  BENDING    (Y&Z)

Yielding due to bending in Shear (Y&Z) Direction

Hinge Status (Negative)

YIELD STATUS AXIAL

Yielding in Axial Direction                      

YIELD STATUS SHEAR Y

Yielding in Y Direction

YIELD STATUS SHEAR Z

Yielding in Z Direction

YIELD STATUS BENDING Y

Yielding due to bending in Shear Y Direction

YIELD STATUS BENDING Z    

Yielding due to bending in Shear Z Direction

Liquefaction Material Results

Pore Pressure Ratio

Ration between Excess Pore Pressure & Initial Effective Pressure

Normalized Max Stress Ratio

-Ratio between Mobilized Friction Angle & Peak Friction Angle

-When Max Stress Ratio is reached, the mobilized friction angle is close to the peak friction angle, then liquefaction is triggered. (1=Liquefaction)

Fluid Boundary

Boundary Pressure

Add Description

Boundary Elevation

-Add Description

Sloshing Fluid

2D/3D Pressure

Add Description

2D/3D Compression

Add Description

Crack Element Results

CRACK STATUS

CRACK STRESS-NN

Stress Along N-Direction  (Normal Direction)

CRACK STRESS-NS

Stress Along S-Direction (Shear Direction)

CRACK STRESS-NT

Stress Along T-Direction (Tangential Direction)

CRACK STRAIN-NN

Strain Along N-Direction (Normal Direction) 

CRACK STRAIN-NS

Strain Along S-Direction (Shear Direction)

CRACK STRAIN-NT

Strain Along T-Direction (Tangential Direction)

CRACK WIDTH-NN

Crack Width Along N-Direction  (Normal Direction)

CRACK WIDTH-NS

Crack Width Along S-Direction (Shear Direction)

CRACK WIDTH-NT

Crack Width Along T-Direction (Tangential Direction)