Introduction Created May 28, 2024 00:42 Edited November 11, 2024 02:22

GrassHopper API Online Manual

Introduction

What is Midas GH ↗

Installation ↗

Product Updates ↗

Getting Started

Manual Basic Information

Manual Basic Information ↗

Advanced Data Input Methods ↗

How to work?

How to connect with CIVIL NX? ↗

How is modeling created? ↗

Example

Practice Example ↗

Component Manual

Tools

Midas Setting ↗

Send Request ↗

Get Propety ↗

Midas Get Elem Node ↗

Midas Get Node ↗

Delete Component↗

Midas Merge Data↗

Midas Model Builder↗

Project

Strucutre Group ↗

Boundary Group ↗

Tendon Group ↗

Structure

Span Information ↗

Span Information Item ↗

Node/Element

Node Local Axis ↗

Properties

Concreate Material ↗

Steel Material ↗

SRC Material ↗

User Material ↗

Material Additional Option ↗

Creep/Shrinkage ↗

Comp. Strength ↗

Time Dependent Material Link ↗

Change Property ↗

PSC Shape - 1,2Cell ↗

Outer Dimension of PSC Shape ↗

Inner Dimension of PSC Shape ↗

Shear Check of PSC Shape ↗

Web Thick. For Shear of PSC Shape ↗

Tapered Shape ↗

Tapered Shape - PSC 1,2 Cell ↗

Composite Steel Shape(Type 1) ↗

Stiffener of Composite Steel Shape(Type1) ↗

Stiffener Shape of Composite Steel Shape(Type1) ↗

Stiffener Item of Composite Steel Shape(Type1) ↗

Composite Steel Shape(Type 2) ↗

Stiffener of Composite Steel Shape Type 2 ↗

Distance from Reference Line of Composite Shape(Type2) ↗

Stiffener Position of Composite Steel Shape(Type2) ↗

Stiffener Item of Composite Steel(Type2) ↗

Girder Dimension of Composite Shape(Type1) ↗

Girder Dimension of Composite Shape(Type2) ↗

Slab Dimension of Composite Shape ↗

Composite Material User ↗

Change Offset↗

Additional Option ↗

Tapered Group ↗

Effective Width Scale Factor ↗

Boundary

Linear Point Spring ↗

Comp Only Point Spring ↗

Tens Only Point Spring ↗

Multi Linear Point Spring ↗

Define General Spring Type ↗

Assign General Spring Supports ↗

General Elastic Link ↗

Rigid Elastic Link ↗

Tension Only Elastic Link ↗

Comp. Only Elastic Link ↗

Multi-Linear Elastic Link ↗

Beam End Release ↗

Beam End Offsets ↗

Force-Deformation Function ↗

Static Loads

Static Load Cases ↗

Using Load Combinations ↗

Combinations of Using Load Combinations ↗

Self Weight ↗

Nodal Loads ↗

Beam Load Eccentricity ↗

Beam Pressure Additional H ↗

Specified Displacements of Support ↗

Nodal Masses ↗

Loads to Masses ↗

Nodal Body Force ↗

Define Pressure Load Type ↗

Pressure Load Item ↗

Plate Plane Pressure Loads - Load Case ↗

Plate Plane Pressure Loads - Load Type ↗

Solid Pressure Loads- Load Case ↗

Solid Pressure Loads- Load Type ↗

Plate Plane Load ↗

Solid Plane Load ↗

Point Plane Load Type ↗

Line Plane Load Type ↗

Area Plane Load Type ↗

Define Floor Load Type ↗

Floor Load Item ↗

Assign Foor Loads ↗

Temperature

Element Temp. ↗

Temperature Gradient ↗

Beam Section Temp. ↗

Sect Temp.of Beam Section Temp. ↗

System Temp. ↗

Nodal Temp. ↗

Prestress

Pre-tension Tendon Property ↗

Post-tension Tendon Property ↗

External Tendon Property ↗

3D Spline Tendon Profile ↗

Tendon Profile Item ↗

Tendon Prestress ↗

Prestress Beam Loads ↗

Pretension Loads ↗

Approximate Tendon Losses(AASHITO-LRFD 06) ↗

Approximate Tendon Losses(PCI Bridge Design Manual 04) ↗

Moving Load

Moving Load Code ↗

Lane Items of Traffic LineLanes ↗

Traffic Line Lanes ↗

Traffic Line Lanes - Optimization ↗

Traffic Surface Lanes ↗

Lane Items of Trafific Surface Lanes ↗

Vehicles KSCE-LSD15 ↗

Vehicles Korea ↗

Vehicles AASHTO Standard ↗

Vehicles AASHTO LRFD ↗

Vehicles EUROCODE(EN 1991-2:2003-RaodBridge) ↗

Vehicles EUROCODE(EN 1991-2:2003-Footway and FootBridge) ↗

Vehicles EUROCODE(EN 1991-2:2003-RaodBridge Fatigue) ↗

Vehicles EUROCODE(EN 1991-2:2003-Rail Traffic Load) ↗

Vehicles PENNDOT ↗

Vehicles Classes ↗

Moving Load Cases KSCE-LSD15 ↗

Moving Load Cases Korea ↗

Moving Load Cases AASHTO Standard ↗

Moving Load Cases AASHTO LRFD ↗

Moving Load Cases AASHTO LRFD-Optimization ↗

Moving Load Cases Eurocode ↗

Moving Load Cases Eurocode-Optimization ↗

Moving Load Cases PENNDOT ↗

Moving Load Cases PENNDOT-Optimization ↗

Sub Load Data of Moving Load Cases ↗

Sub Load Data of Moving Load Cases Eurocode ↗

Stradding Lane of Moving Load Cases Eurocode ↗

Optimize Item of Moving Load Cases ↗

Optimize Vehicle of Moving Load Cases Eurocode↗

Lane Support - Negative Moments at Interior Piers ↗

Lane Support Reactions at Interior Piers ↗

Plate Element for Influ.Surface ↗

Dynamic Load Allownace ↗

Dynamic Loads

RS Functions ↗

RS Load Cases ↗

Construction Stage

C.S Act.Structure Group ↗

C.S Deact.Structure Group ↗

C.S Act.Bounary Group ↗

C.S Act Load Group ↗

C.S Deact. Load Group ↗

Composite Section for C.S ↗

Part Information of Composite Section for C.S ↗

Time Loads for C.S ↗

Heat of Hydration

Settlement

Settlement Group ↗

Settlement Load Cases ↗

Misc.

Large Disp. Initial Forces for Geometric Stiffness ↗

Small Disp. Initial Force Control Data ↗

Small Disp. Initial Element Force ↗

Analysis

Main Control Data ↗

P-Delta Analysis Control ↗

Buckling Analysis Control ↗

Buckling Combination ↗

Eigenvalue Analysis Control ↗

Eigenvalue Ritz Vectors ↗

Moving Load Analysis Control ↗

Construction Stage Control Data ↗

P-Delta of Construction Stage Analysis Control Data ↗

Time Dependent Effect of Construction Stage Analysis Control Data ↗

Erection Load of Construction Stage Analysis Control Data ↗

Creep of Construction Stage Analysis Control Data ↗

Perform Analysis ↗

Results

Load Combinations (General) ↗

Item of Load Combinations (General) ↗

Result Table Reaction ↗

Result Table Displacements ↗

Result Table Beam ↗

Elems of Result Table ↗

Option of Result Table ↗

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