catálogo_Gen_2010 (LQ)

8/3/2019 catálogo_Gen_2010 (LQ)

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Product Overview

Graphic User Interface

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Model Data Generation

Load & Boundary Conditions

Analysis Capabilities

Post- rocessin

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Design Capabilities

Project Applications

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One Stop Solution for Building and General StructuresAbout midas GenOverview

• Static Seismic Loads

• Response Spectrum A nalysis

• Time History Analysis (Linear & Non-linear)

• Base Isolators and Dampers

• Pushover Analysis• Fiber Analysis

• apac y es gn: uroco e ,

Comprehensive Design• RC Design: A CI318, Euroco de 2 & 8, BS8110, IS:456 & 13920, CSA-A23.3,

GB50010, AIJ-WSD, TWN-USD,

• Steel Design: A ISC-ASD & LRFD, AISI-CFSD, Eurocode 3, BS5950, IS:800,

CSA-S16, GBJ17 & GB50017, AIJ-ASD, TWN-ASD & LSD,

• SRC Design: SSRC, JGJ138, CECS28, AIJ-SRC, TWN-SRC

• Footing Design: ACI381, BS8110• Slab & Wall Design: Eurocode 2

• Capacity Design: Eurocode 8, NTC2008

High-rise Specific Functionality• 3-D Column Shortening Reflecting change in Modul us, Creep and Shrinkage

• Construction Stage Analysis accounting for c hange in geometry, supports

and loadings

• Building model generation wizard

• Automatic mass conversion

• Material stif fness changes for cracked section

• Works Tree (Input summary with powerful modeling c apabilities)

• Models created and changed with ease

• Floor Loads defined by area and on incl ined plane

• Built-in Section property Calculator

• Tekla Structures, Revit Structures & STAAD interfaces

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Product Overview


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One Stop Solution for Building and General StructuresOrganization of Windows and Menu SystemUser Interface

Menus and

Windows

Layout

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One Stop Solution for Building and General StructuresBasic FrameworkUser Interface

Various Useful

Functions

and

Windows

Frame Hidden Inactive Hidden

[Multiple Viewpoints and Table][Multiple Viewpoints and Table] [Different Display Modes][Different Display Modes]

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[Table Windows] [Table Windows] [Various Types of Graphs] [Various Types of Graphs]



One Stop Solution for Building and General StructuresView ControlUser Interface

Special Visualization

Features

[Transparency] [Transparency] [Walk Through] [Walk Through]

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One Stop Solution for Building and General StructuresFile ManipulationUser Interface

Data Exchange

/ Merge

Data

Files

• D rect Data Trans er w t Te a Structures, Revit Structure STAAD

• Import/Export (AutoCAD DXF, MSC.Nastran, SAP2000, etc.)

Tekla Structure Revit StructureRevit Structure

Analysis & Design

midas Gen

Analysis & Design

midas Gen

midas Gen

[Tekla interface] [Tekla interface] [Revit interface] [Revit interface]

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One Stop Solution for Building and General StructuresFile ManipulationUser Interface

Data

Exchange

/

Merge

Data

Files

•

[MGT command shell] [MGT command shell]

• MGT command shell

[Merge Data Files] [Merge Data Files]

Merged

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One Stop Solution for Building and General StructuresOther Useful FeaturesUser Interface

Quick

and

Easiness

Features

Select Volume

[Selections Methods] [Selections Methods] [Activities Menu] [Activities Menu]

Select Identity

Active Identity

[User coordinates] [User coordinates] [Unit Conversion] [Unit Conversion] [Unlimited Undo/Redo] [Unlimited Undo/Redo]

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One Stop Solution for Building and General StructuresOther Useful FeaturesUser Interface

Graphic

Editor

and

Print

Functions

[Print preview] [Print preview] [Print meta files] [Print meta files]

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Introduction

Product Overview


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Post- rocessin

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Design Capabilities


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One Stop Solution for Building and General StructuresMaterial DataModel Data

Material

Data

Definition

Database Code Name

BS British Standards

ASTM American Society for Testing Materials

EN European Code

DIN

Deutshes Institut

Fur

Normung

e.v

CSA Canadian Standards Association

IS Indian Standards

JIS Japanese Industrial Standards

KS Korean Industrial Standards

GB Chinese National Standard

*SRC and User Defined material properties can be defined

JGJ Chinese Engineering Standard

JTJ Chinese Transportation Department Standard

Stee & Concrete Mater a Data aseStee & Concrete Mater a Data ase

‐ Eurocode, ACI, CEB‐FIP, PCA…

• Comp. Strength

‐ Eurocode, ACI, CEB‐FIP, Ohzagi…

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[Time Dependent Materials] [Time Dependent Materials]



One Stop Solution for Building and General StructuresSection DataModel Data

Section

Data

Definition

• Section Database

• AISC2K(US), AISC2K(SI), AISC,

• CISC02(US), CISC02(SI), BS, DIN…

• Import data

file

already

defined

•

• Typical steel section (I, T, Channel, Angle, Pipe…)

• Steel – Concrete composite section (SRC)

• Tapered section

•

[Section Database] [Section Database]

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[Arbitrary

Section

Definition] [Arbitrary

Section

Definition]



One Stop Solution for Building and General StructuresStructural WizardsModel Data

Quick

Model

Generation

using

Structural

Wizards

[Arch Wizard] [Arch Wizard] [Shell

Wizard] [Shell Wizard]

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[Plate Wizard] [Plate Wizard] [Truss

Wizard] [Truss Wizard]



One Stop Solution for Building and General StructuresStory GenerationModel Data

Automatic

generation

of

stories

and

floor

diaphragms

• Defining ground level for generating static seismic and wind loads

• Building generation wizard

[Story Data] [Story Data] [Automatic Diaphragm Control] [Automatic Diaphragm Control]

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One Stop Solution for Building and General StructuresAutomeshingModel Data

Mesh

generation

• ‐

• Map‐mesh 4‐nodes area

• Automatic consideration of interior openings and connectivity between slab

and wall members

[ Various applications ] [ Various applications ] [ Automeshing and design procedure][ Automeshing and design procedure]

[Pumping plant][Caisson]

[Import dxf file and generate vertical members] [Create meshed slabs: Auto‐mesh]

[Arch tube] [Subway station][Building Generation] [Create meshed walls: Map‐mesh]

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[Slab design][Displacement contour][Composite

plate

girder

bridge] [through

plate

girder

bridge

]



Product Overview


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Post- rocessin

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Design Capabilities


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One Stop Solution for Building and General StructuresLoadsLoad & Boundary

Applicable

Loads

• Self Weight

• Nodal Load

• midas Gen enables us to specify all types of nodal, element, point, surface,

dynamic, prestressing and thermal loads encountered in practice.

• Load combination based on the various design codes

• Load group generation of load case from load combinations

• Prescribed Displacement

• Elements Beam Load

• Line Beam

Load

• oor oa

• Prestress Beam Load

• Pretension Load

• Tendon Prestress Load

• Hydrostatic Pressure Load

• Temperature load

• Pressure Load

•

• Static Seismic Load

• Construction Stage Load

• Initial

Forces• Time History Load

• Moving Load

• Pushover Loads

• Response Spectrum Function

F oor LoaF oor LoaT me H story LoaT me H story Loa

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• Ground Acceleration

• Dynamic Nodal

Loads

[Wind and Seismic Load Generation][Wind and Seismic Load Generation]




• Readil s ecif uniforml distributed dead and live loads on s ecific areas of a floor

Floor Load & Pressure Load

• Automatically distributed and applied to the individual beams, girders and columns

[Pressure Load ][Pressure Load ][Floor Load ][Floor Load ]

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Static Wind and Seismic Loads

Wind Load Code Seismic Load Code

IBC IBC

UBC UBC

ANSI ATC

Eurocode Eurocode

BS‐

NBC NBC

GB GB

Japan Japan

Taiwan Taiwan

Korea Korea

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[ Assigning Wind and Seismic Load for Flexible Floors ] [ Assigning Wind and Seismic Load for Flexible Floors ] [Static wind and seismic loads] [Static wind and seismic loads]




•

Dynamic Loads

• Time history load (earthquake records, Heel drop)

[Time Varying Load: Heel Drop] [Time Varying Load: Heel Drop] [Earthquake Response spectrum] [Earthquake Response spectrum]

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• H drostatic Pressure Loads for a l in lateral earth ressure

Hydrostatic

Pressure

Load

[Hydrostatic Pressure Load] [Hydrostatic Pressure Load]

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One Stop Solution for Building and General StructuresMass dataLoad & Boundary

Mass

Data

• Nodal Masses

• Floor Diaphragm Masses

• Loads to Masses

• Consistent Mass

• Self ‐weight to Mass

Loa to MassesLoa to Masses

[Floor Diaphragm Masses] [Floor Diaphragm Masses] [Lumped Mass and Constant Mass] [Lumped Mass and Constant Mass]

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One Stop Solution for Building and General StructuresBoundary ConditionsLoad & Boundary

Applicable Boundary Conditions

[Rigid Link] [Rigid Link] [Floor Diaphragm] [Floor Diaphragm]

General S rin Su ortsGeneral S rin Su orts

•

Supports•

Elastic

Link• Linear Constraints

• Point Spring Supports • Nodal Coordinate System • Rigid Link

• General Spring Supports• Beam End Release

(Semi‐rigid connection)• Diaphragm Disconnection

• Surface S rin Su orts • Beam End Offset • Panel Zone Effects

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• Pile Spring Supports • Plate End Release



One Stop Solution for Building and General StructuresPile Spring Support / Surface Spring Support

Spring

Supports

for

Soil

Interaction

, .‐ , .‐ , ‐

• Pile Spring Support

• Surface Spring Support (Nodal Spring, and Distributed Spring)

Non near po nt spr ng support Non near po nt spr ng support

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[Nodal Spring

and

Distributed

Spring] [Nodal

Spring

and

Distributed

Spring] [Surface Spring Support] [Surface Spring Support] [Pile Spring Support] [Pile Spring Support]



Product Overview


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Design Capabilities


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One Stop Solution for Building and General StructuresAnalysis TypesAnalysis Capabilities

Available Analysis Types

Static Analysis

Dynamic Analysis

Response Spectrum Analysis

Time History Analysis

Geometric Nonlinear Analysis

P‐

Delta

AnalysisLarge Displacement Analysis

Material Nonlinear Analysis

Structural Masonry Analysis

Linear Buckling Analysis

Lateral Torsional Buckling

Heat Transfer Analysis

Time Transient Analysis

Heat of Hydration Analysis

Thermo‐elastic Analysis

Maturity, Creep, Shrinkage, Pipe Cooling

Construction Stage Analysis

[Construction

Stage

Analysis] [Construction

Stage

Analysis] [Dynamic

Boundary

Nonlinear] [Dynamic

Boundary

Nonlinear]

Column Shortening Analysis (Elastic/Inelastic)

Pushover Analysis

FEMA, Eurocode, Multi‐linear hinge properties

RC, Steel, SRC, Masonry material types

Boundar Nonlinear Time Histor Anal sis

Damper, Isolator, Gap, Hook

Inelastic Time History Analysis

Other Analysis

Unknown Forces by Optimization

Moving load analysis

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Settlement analysis [Post ‐tensioning girder analysis] [Post ‐tensioning girder analysis] [Pushover analysis] [Pushover analysis]



One Stop Solution for Building and General StructuresConstruction Stage AnalysisAnalysis Capabilities

• Construction Stage Analysis (Strength, Creep & Shrinkage)

• Column Shortening Analysis (Elastic/Creep & Shrinkage)

[Stage Simulation] [Stage Simulation] [Column Shortening Results] [Column Shortening Results]

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One Stop Solution for Building and General StructuresFloor Vibration AnalysisAnalysis Capabilities

• Time history forcing functions for walking loads for floor vibration.

‐ Baumann, IABSE, AIJ, Allen & Rainer

Vertical Acceleration GraphVertical Acceleration GraphWalking Load Walking Load

[Serviceability Check Report] [Serviceability Check Report]

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One Stop Solution for Building and General StructuresPushover AnalysisAnalysis Capabilities

• FEMA 273, Eurocode 8, Multi‐linear, Masonry & User‐defined hinge type

• Displacement control & Force control

• Truss, Beam, Wall element & Spring

• Performance point & Target displacement

• Checking for acceptable performance (Drift limits & deformation/strength

capacity)

Vertical Acceleration GraphVertical Acceleration Graph

Pushover Hinge Status and Capacity CurvePushover Hinge Status and Capacity Curve Masonry Pushover AnalysisMasonry Pushover Analysis

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One Stop Solution for Building and General StructuresInelastic Time History AnalysisAnalysis Capabilities

• Boundary Nonlinear Time History Analysis

• Inelastic Time History Analysis (Lumped/Distributed Hinges, Fiber Elements)

Inelastic Time History AnalysisInelastic Time History Analysis Boundary Nonlinear Time History AnalysisBoundary Nonlinear Time History Analysis

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One Stop Solution for Building and General StructuresInelastic Time History Analysis using Fiber ModelAnalysis Capabilities

Fiber Cell Result PlottingFiber Cell Result PlottingSection division for Fiber Model definitionSection division for Fiber Model definition

Inelastic Material Properties (Stress‐strain curve)Inelastic Material Properties (Stress‐strain curve)

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Kent & Park Model Menegotto-Pinto Model



One Stop Solution for Building and General StructuresHeat of HydrationAnalysis Capabilities

• Thermo‐elastic

• Maturity

• Creep & Shrinkage

Heat of Hydration in Stage AnalysisHeat of Hydration in Stage Analysis Time History Graphs for resulting stresses and temperaturesTime History Graphs for resulting stresses and temperatures

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A l i C bili i



One Stop Solution for Building and General StructuresHeat of HydrationAnalysis Capabilities

Heat of Hydration with Cooling PipesHeat of Hydration with Cooling Pipes Heat of Hydration without Cooling PipeHeat of Hydration without Cooling Pipe

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l i f ildi d lN li A l iA l i C biliti



One Stop Solution for Building and General StructuresNonlinear AnalysisAnalysis Capabilities

• Material Nonlinear

Analysis

(Von

‐Mises,

Tresca,

Mohr

‐Coulomb

&

Drucker

‐Prager)

• Structural Masonry Analysis

• Analysis for finding Unknown Forces by Optimization

Plastic AnalysisPlastic Analysis

Structural Masonry AnalysisStructural Masonry Analysis

Geometric Nonlinear Anal sisGeometric Nonlinear Anal sis

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O St S l ti f B ildi d G l St tNonlinear AnalysisAnalysis Capabilities



One Stop Solution for Building and General StructuresNonlinear AnalysisAnalysis Capabilities

Structural Masonry AnalysisStructural Masonry Analysis

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One Stop Solution for Building and General StructuresElement TypesAnalysis Capabilities



One Stop Solution for Building and General StructuresElement TypesAnalysis Capabilities

Available Element Types

•

• Tension only

• Gap

•

• Viscoelastic Damper

• Hysteretic System

•

• Friction

Pendulum

System

Isolator

• Cable

•

• Tapered Beam

• Plane Stress

•

• Wall (In‐plane, Out‐of ‐plane Bending)

• Plate (Thick/Thin, In‐plane/Out‐of ‐plane Thickness, Orthotropic)

•

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• Solid Element (Hexagon, Wedge, Tetrahedron)



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One Stop Solution for Building and General StructuresGraphic ResultsPost‐processing



p gGraphic ResultsPost processing

Beam Results

Beam Moment DiagramBeam Moment Diagram Beam Detail Analysis ResultsBeam Detail Analysis Results

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pp g

Contours

Von Mises Stresses Contour Von Mises Stresses Contour Displacement Contour Displacement Contour

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pp g

Special Plots and Graphs

Stress Results (Diagrams & GraphicsStress Results (Diagrams & GraphicsSolid Stresses (Iso‐Surface)Solid Stresses (Iso‐Surface)

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One Stop Solution for Building and General StructuresTable ResultsPost‐processing



Table Output

Convenient features of checking results in table formats

• Powerful filtering in conjunction with various selection functions

• Various sorting methods

• Various editing function (Add, Modify, Group Copy, Replace, Search, etc.)

• Co & Paste usin Cli board

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• Interface with other software such as MS‐Excel, etc.

One Stop Solution for Building and General StructuresTable ResultsPost‐processing



Story related tables & Define modules

• Story Drift

• Story Displacement

•Story

Mode

Shape

• Stability Coefficient

• Torsional Irregularity Check

•Stiffness

Irregularity

Check

(Soft

Story)

• Overturning Moment

• Story Axial Force Sum

• Capacity Irregularity Check (Weak Story)

Module 1Module

2

44Module 3

One Stop Solution for Building and General StructuresDynamic Report GenerationPost‐processing



Dynamic Report Generation

Drag & Drop

1

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One Stop Solution for Building and General StructuresDesign CodeDesign Capabilities



Available Design Code

RC Design Steel Design SRC Design

ACI318 AISC-LRFD SSRC79

Eurocode 2, Eurocode 8 AISC-ASD JGJ138

BS8110 AISI-CFSD CECS28

IS:456 & IS:13920 Eurocode 3 AIJ-SRC

CSA-A23.3 BS5950 TWN-SRC

GB50010 IS:800 AIK-SRC

AIJ-WSD CSA-S16-01 KSSC-CFT

TWN-USD GBJ17, GB50017 Footing Design

AIK-USD, WSD AIJ-ASD ACI318

KSCE-USD TWN-ASD, LSD BS8110

KCI-USD AIK-ASD, LSD, CFSD

a es gn KSCE-ASD

Eurocode 2 KSSC-ASD

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One Stop Solution for Building and General StructuresDesign CodeDesign Capabilities



Eurocode Implementation Status

Material DBConcrete Material DB Eurocode 2:2004

Steel Material DB Eurocode 3:2005

Section DB Steel

Section

DB UNI,

BS,

DIN

Load

Static Wind load Eurocode 1:2005

Static Seismic Load Eurocode 8:2004

Response Spectrum Function Eurocode 8:2004

Pushover Analysis

Masonry Pushover OPCM3431

RC Pushover Eurocode 8:2004

Steel Pushover Eurocode 8:2004

Load Combination Eurocode 0:2002

Concrete Frame Design (ULS & SLS) Eurocode 2:2004

Eurocode 8:2004es gn oncre e

apac y

es gn

NTC 2008

Steel Frame Design (ULS & SLS) Eurocode 3:2005

Slab/Wall Design (ULS & SLS) Eurocode 2:2004

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One Stop Solution for Building and General StructuresDesign FeaturesDesign Capabilities



Concrete & Steel Design Feature

RC Column Design Results RC Column Design Results Footing Design ResultsFooting Design Results

P‐M Curve by ColumnP‐M Curve by Column

Design Results GraphicDesign Results Graphic

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Graphical Display of Design ResultsGraphical Display of Design ResultsDesign Results Detail Design Results Detail

One Stop Solution for Building and General StructuresOptimal DesignDesign Capabilities



Optimal Design Feature

The optimal design feature of midas Gen optimizes the member sections, which determines the section

dimensions automatically for the minimum sectional area (minimum weights) satisfying the specified design

standard through verifying strength ratio (or stress ratio) in iterative analysis.

Steel Optimal Design Displacement Optimal Design

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One Stop Solution for Building and General StructuresCapacity DesignDesign Capabilities



Capacity Design Feature

• structures to provide the appropriate amount of ductility in the corresponding ductility classes.• Automatic ca acit desi n ca abilit for beam column wall and beam‐column oint• EN 1998‐1: 2004 (DCM/DCH)• NTC2008 (CD “B”, CD “A”)• Design action effects are calculated in accordance with the capacity design rule. Special provision for

ductile primary seismic walls is considered.

• Detailing for local ductility is considered.‐ max/min reinforcement ratio of the tension zone‐ the spacing of hoops within the critical region‐ mechanical volumetric ratio of confining hoops with the critical regions

Capacity design shear forces on beams

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Define ductility class and check design results Design envelope moments in walls

One Stop Solution for Building and General StructuresCapacity DesignDesign Capabilities



Meshed slab and wall design

• Slab and wall design for meshed plate elements as per Eurocode2‐1‐1:2004• a es gn or non‐ort ogona re n orcement rect ons ase on t e oo ‐ rmer ormu a• Smooth moment and shear forces• Automatic generation of Static wind and seismic loads for flexible floors• Detailing for local ductility

S a servicea i ity c ec ingSlab flexural design

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Wall designPunching shear check result Define reinforcement direction



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One Stop Solution for Building and General StructuresProject Applications



01. World VenuesBeijing 2008 Olympic

• National Stadium

• National A uatics Center

• Basketball Gymnasium

• Beijing University of Technology Gymnasium

2002 FIFA World Cup

• Seoul Stadium

• Jeonju Stadium• Daejeon Stadium

Lingnan Mingzhu Stadium

Jiuzhou Stadium

Yantai University Gymnasium

02. AirportsIncheon Intl. Airport Transportation Center

Terminal 3 at Beijing Capital Intl. Airport

03. Buildings for Arts ran a ona ea re o na

Erdos Musum Mongolia

National Maritime Museum

04. Buildings for Office and Residence

Moscow City Palace Tower

The # Adelis

Guangzhou Twin Tower

Gate of the Orient

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05. Shanghai World Expo 2010




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Thank You!Thank You!

[email protected]

http://en.midasuser.com/

Documents

catálogo_Gen_2010 (LQ)