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midas <strong>Gen</strong>Integrated design systemfor buildings and general structureswww.<strong>Midas</strong>User.com
midas <strong>Gen</strong>Integrated design systemfor buildings and general structures
midas <strong>Gen</strong>Integrated design system for buildings and general structures01 Intuitive User Interface02The intuitive user interface, contemporary computer graphicsand substantially fast solver speed are some of the highlights ofmidas <strong>Gen</strong>. The user-oriented input/output features and significantanalysis capabilities enable the practicing engineers and researchersto readily undertake structural analyses and designs forall types of buildings and even complex and long-span structures.03 Accurate and Practical Results 04Diverse ranges of specialty finite elements in conjunction with thelatest theories of structural analyses render accurate and practicalresults. It is prominent for providing convenience, efficiency,versatility and productivity.Advanced Analysis <strong>Fea</strong>turesmidas <strong>Gen</strong> offers conventional analysis capabilities as well asother analyses such as geometric nonlinear analysis reflectinglarge displacement, boundary nonlinear analysis, pushoveranalysis, construction simulated analysis reflecting timedependent material properties, heat of hydration analysis, etc.Design Capabilitiesmidas <strong>Gen</strong> provides design capabilities using various standardsof different countries reflecting conventional as well as unusualdesign conditions, leading to optimal design. midas <strong>Gen</strong> hasbeen used for over 20 years and applied to over an uncountablenumber of projects successfully, thereby, demonstrating itscredibility and stability.Moscow CityPalace (Russia)Blast Furnace’sTop Shell (India)Torre Eurosky (Italy)midas <strong>Gen</strong>Burj Khalifa (UAE)2008 Beijing OlympicMain Stadium (China)
midas <strong>Gen</strong>Design <strong>Fea</strong>tures<strong>Fea</strong>turesRC Design:ACI318, Eurocode 2 & 8, BS8110, IS:456 & 13920,CSA-A23.3, GB50010, AIJ-WSD, TWN-USD,AIK-USD & WDS, KSCE-USD, KCI-USDSteel Design:AISC-ASD & LRFD, AISI-CFSD, Eurocode 3,BS5950, IS:800, CSA-S16, GBJ17 & GB50017,AIJ-ASD, TWN-ASD & LSD, AIK-ASD & LSD &CFSD, KSCE-ADS, KSSC-ASDSRC Design:SSRC, JGJ138, CECS28, AIJ-SRC, TWN-SRC,AIK-SRC2K, AIK-SRC, KSSC-CFTFooting Design: ACI381, BS8110Slab & Wall Design: Eurocode 2Capacity Design: Eurocode 8, NTC2008Wind & Seismic Loads auto-generationWind Load:IBC2000, UBC, ANSI, Eurocode 1, BS6399, IS875,NBC, GB, Japan, Taiwan & KoreaSeismic Load:IBC2000, UBC, ATC 3-06, Eurocode 8, IS1893,NBC, GB, Japan, Taiwan & KoreaHigh-rise Specific Functionality3-D Column Shortening reflecting change inmodulus, creep and shrinkageConstruction Stage Analysis accounting forchange in geometry, supports and loadingsBuilding model generation wizardAutomatic mass conversionMaterial stiffness changes for cracked sectionsHigh-end Analysis CapabilitiesP-Delta & Large Displacement AnalysisDynamic Analysis (Time History, ResponseSpectrum, etc.)Base Isolators & DampersPushover AnalysisInelastic Time History AnalysisStaged post-tensioningCatenary Cable StructureHeat of Hydration AnalysisIntuitive User Interfacemidas <strong>Gen</strong>Works Tree (lnput summary with powerfulmodeling capabilities)Models created and changed with easeFloor Loads defined by areas and on inclined planeBuilt-in Section Property CalculatorTekla Structures, Revit Structure & STAADinterfacesWhy midas <strong>Gen</strong>?midas <strong>Gen</strong> is a Windows-based, general-purpose structural analysis and optimaldesign system.The intuitive user interface, contemporary computer graphics and substantiallyfast solver speed are some of the highlights of midas <strong>Gen</strong>.The user-oriented input/output features and significant analysis capabilities enablethe practicing engineers and researchers to readily undertake structuralanalysis and design for even complex and large structures.The fastest Multi-Frontal Solver and the latest analysis algorithms instantly bringaccurate and practical analysis results.In addition, midas <strong>Gen</strong> provides design capabilities using various standards ofdifferent countries leading to an optimal design solution.High-end Analysis <strong>Fea</strong>tures[ Construction Stage Analysis ] [ Post-tension Analysis ][ Inelastic Time History Analysis ] [ Pushover Analysis ][ Heat of Hydration Analysis ] [ Detail Analysis ]01 midas <strong>Gen</strong>
Integrated design systemfor buildings and general structuresmidas <strong>Gen</strong> FrameworkThe menu system is structured to readily gain access to all the functions required for modeling, analysis, design and results checking tasks.It minimizes the motion of the mouse thereby maximizing the efficiency in the entire design process.Main MenuTabbed ToolbarsTask PaneWork TreeTable WindowMessage WindowCommand LineContext MenuStatus Bar[ midas <strong>Gen</strong> Framework ]Walk Through ModeModel rendering provided in various view pointsTask PaneA new concept tool, which enables the userto freely set optimal menu systemA new concept menu system comprising frequentlyused menusProcedural sequence defined by the user formaximum efficiencyAuto-links to manuals, technical papers and tutorialsLinks to corresponding dialog boxes for ease ofchecking input datamidas <strong>Gen</strong>02
midas <strong>Gen</strong>ModelingInterface with Tekla Structures, RevitStructure & STAADVarious material and steel section DB forsteel, concrete and composite structuresWall element for modeling shear wallsTension-only element for modeling steelbracingVarious combined sections for steel membersTapered section for modeling haunched beamSection Property Calculator for modelingirregular sectionsSection Stiffness Scale Factor for consideringstiffness of cracked sectionsWall Stiffness Scale Factor for consideringdecrease in shear stiffness due to openingsMulti-linear point spring support for modelingpiles and stiffness of soilSurface spring support for modeling matfoundation and stiffness of soilBeam End Release for modeling shearconnection of steel membersBeam End Offset and Panel Zone Effect forconsidering rigid zone in the connectionsof beams and columnsNode Local Axis for modeling inclined supportLoads to Mass for automatically convertinggravity loads such as superimposed deadloads and live loads to massAutomatic generation of stories and floordiaphragmsDefining ground level for generating staticseismic and wind loadsBuilding generation wizardmidas <strong>Gen</strong>File ManipulationDirect Data Transfer with Tekla Structures, Revit Structure & STAADImport/Export (AutoCAD DXF, MSC.Nastran, MGT, etc.)Merge Data FilesUnlimited Undo/Redo & Step Return using HistoryImportMaterial & Section Properties[Integrated Analysis & Design by midas <strong>Gen</strong>]midas <strong>Gen</strong> provides various material and section database, and user-definedmaterial and section data can be also specified. The database includes I-section,T-section, Channel, Angle, Pipe, Box, SRC, Combined, Tapered, Composite, etc.ExportSteel & ConcreteDBASTMENBSUNIISDINCSAJISKSGBJGJJTJCNSCode NameAmerican Society for Testing MaterialsEuropean CodeBritish StandardsItalian National StandardsIndian StandardsDeutshes Institut Fur Normung e.vCanadian Standards AssociationJapanese Industrial StandardsKorean Industrial StandardsChinese National StandardChinese Engineering StandardChinese Transportation Department StandardChinese National Standard[International Section DB]03midas <strong>Gen</strong>
Integrated design systemfor buildings and general structuresSection Property Calculatormidas <strong>Gen</strong> provides SPC, which calculates stiffness data for anyshape or form. The section shape can be drawn, or a DXF file canbe imported. The shape and properties of the generated sectioncan be exported to midas <strong>Gen</strong>.Structure WizardsAn unit structures such as a frame, an arch, a truss, a plate and a shellmay be modeled by this automated modeling tool independently andmay be combined later with the total model.[midas SPC-User Defined Section][Iso-view of Section][Section Properties][Easy modeling by Parametric Wizard]Floor DiaphragmIn-plane rigidity of a slab can be easily considered without includingan actual slab in the model. The mass data are automatically enteredat the diaphragm centers, that is, the center of mass is autocalculatedfor each story. Only the components in the GCS X and Ydirections and the rotational mass moment of inertia about the Z-axisare considered.Walk Through EffectThe Model Window can represent common model shapes as wellas shapes generated by hidden lines, removal of hidden surfaces,shading, lighting, dispersion of color tone, etc. The model, analysisand design results may be displayed in rendering views. The inputstatus of the model or each type of analysis and design results canbe visually verified by “walking through or flying over” the interiorsof structures.[Automatic Diaphragm Control][Powerful Rendering]midas <strong>Gen</strong>04
midas <strong>Gen</strong>Loadsmidas <strong>Gen</strong> enables us to specify all typesof nodal, element, point, surface, dynamic,prestressing and thermal loads encounteredin practiceFloor LoadsThis function allows us to readily specify uniformly distributed dead and liveloads on specific areas of a floor.The floor loads are then automatically distributed and applied to the individualbeams, girders and columns. This surely leads to speedy analysis and design.Typical Beam Loads for applying floor loadsFloor Loads by areasStatic seismic loads and wind loads basedon various international building codesHydrostatic Pressure Loads for applyinglateral earth pressureLoad combination based on various designcodesLoad group generation load cases fromload combinationsStatic Wind and Seismic Loadsmidasgn<strong>Gen</strong>midas <strong>Gen</strong> generates static wind and seismic loadson a building structure for each story. All one has todo is to provide the applicable standard and thebuilding data.Dynamic Loads[Floor Load <strong>Gen</strong>eration]Seismic analyses can be performed while implementing dynamic loads andnonlinear elements.Wind Load CodeIBCUBCANSIEurocodeBSISNBCGBJapanTaiwanKoreaSeismic Load CodeIBCUBCATCEurocodeISNBCGBJapanTaiwanKorea[Add/Modify/Show TimeHistoryFunctions][Add/Modify/ShowResponse SpectrumFunctions][Earthquake Response Spectrum]Hydrostatic Pressure LoadsThe hydrostatic pressure loads arecalculated at each corner node ofthe elements. The point pressure isobtained by multiplying the distancefrom the given surface of the fluid bythe density of the fluid.[Wind Load at Geometric Centers][Pressure Load <strong>Gen</strong>eration]05midas <strong>Gen</strong>
Integrated design systemfor buildings and general structuresConstruction Stage Analysismidas <strong>Gen</strong> provides Construction Stage Analysis capability, which reflects the timedependent material properties of concrete such as modulus of elasticity, creep andshrinkage. Change in material properties are reflected while simulating constructionsequence with respect to the change in geometry, boundary conditions and loadsrelative to time.AnalysisLinear Static & Thermal AnalysisDynamic Analyses (Eigenvalue, Responsespectrum & Time History)P-Delta AnalysisBuckling Analysis (Critical Buckling LoadFactors & Modes)Moving Load AnalysisHeat Transfer Analysis (Steady State &Transient)Construction Stage Analysis (Strength,Creep & Shrinkage)Floor Vibration AnalysisServiceability of floor structures can be evaluated by dynamic time history analyses.midas <strong>Gen</strong> provides a number of time history forcing functions for walking loads forfloor vibration.- Baumann, IABSE, AIJ, Allen & Rainer[Construction Sequence <strong>Gen</strong>eration][Column Shortening Graph]Column Shortening Analysis (Elastic/Creep& Shrinkage)Geometric Nonlinear AnalysisPushover Analysis (Concrete, Steel andMasonry)Boundary Nonlinear Time History AnalysisInelastic Time History Analysis (Lumped/Distributed Hinges, Fiber Elements)Material Nonlinear Analysis (Von-Mises,Tresca, Mohr-Coulomb & Drucker-Prager)Structural Masonry Analysis[Walking Load][Serviceability Check Report][Vertical Acceleration Graph]Analysis for finding Unknown Forces byOptimizationmidas <strong>Gen</strong>Heat of Hydration Analysis (Thermo-elastic, elasticMaturity, Creep, Shrinkage & Pipe Cooling) olingmidas <strong>Gen</strong> 06
midas <strong>Gen</strong>Finite Element Library<strong>Gen</strong>eral Beam elementTapered Beam elementTruss elementCompression only elementTension only elementPushover AnalysisPushover analysis of a 3 dimensional frame structure used for performance baseddesign can be carried out for reinforced concrete, structural steel and steel-concretecomposite sections.Performance based design as per FEMA, Eurocode 8 and MasonryVarious Hinge Types (Truss/Beam/Column/Wall/Spring), Multi-linear Hinge andUser-defined HingeDisplacement control & Force controlTarget displacement & Performance Point based on Capacity Spectrum MethodChecking for acceptable performance (Drift limits, Deformation and Strengthcapacity)Cable elementPlate element (Thick/Thin, In-plane/Out-of-plane Thickness & Orthotropic)Plane Stress elementPlane Strain elementAxisymmetric elementWall element (In-plane, Out-of-planeBending)Solid element (Hexagon, Wedge &Tetrahedron)Gap elementHook elementInelastic Time History Analysis[Capacity Spectrum Method]For the seismic design and assessment of a structure, midas <strong>Gen</strong> offers a widerange of hysteresis hinge models such as kinematic hardening, Takeda, slip, etc.in the inelastic time history analysis.Visco-elastic SystemHysteretic SystemLead Rubber Bearing IsolatorFriction Pendulum Isolatormidas <strong>Gen</strong>[Inelastic Material for Concrete][Analysis Result of Fiber Section]07midas <strong>Gen</strong>
Integrated design systemfor buildings and general structuresBoundary Nonlinear Time History Analysismidas <strong>Gen</strong> offers boundary nonlinear time history analysis, whichenables us to analyze and evaluate seismic isolators and dampers.Gap, Hook and hysteretic system are also provided.Material Nonlinear Analysis/Plasticity Analysismdas <strong>Gen</strong> offers material models for the analysis of nonlinearbehaviors of steel, concrete, rock, etc.(Von-Mises, Tresca, Mohr-Coulomb & Drucker-Prager)[Stress Contour][Earthquake Record][Shear Spring inLead Rubber Bearing]Geometric Nonlinear AnalysisLarge displacement analysis encountered in cable supported structures,cable net structures, long span structures, etc. can be performedreflecting the change in geometrical deformations.[Hysteretic Behaviorof Isolator][Shear Force of 1st Story Column]Heat of Hydration Analysismidas <strong>Gen</strong> provides heat of hydration analysis capabilities throughheat transfer and heat stress analyses. Heat of hydration analysisby construction stages reflects the change in modulus of elasticitydue to maturity, effects of creep/shrinkage, pipe cooling and concretepour sequence.[Deformed Shape of Cable Truss Facade System]Structural Masonry AnalysisMasonry structures can be modeled with solid elements, whichretain orthotropic material properties. The effect of nonlinearitysuch as tensile crack and compressive failure can be considered.[Stress History][Temperature History][Stress Contour of Masonry Structure]midas <strong>Gen</strong> 08
midas <strong>Gen</strong>ResultsStory Drift for Static and Dynamic SeismicLoadsStory Shear for Response Spectrum andTime History LoadsBending Moment Diagram & Displacement Contourmidas <strong>Gen</strong> provides all the analysis and design results in superb graphics,which enable us to analyze and evaluate the results intuitively.Member forces for weak and strong axes may be viewed simultaneously inbeam diagram.Mode ShapesMass center and Stiffness center by storyCenter of building structureStory Shear Force Ratio for the columnsand shear wallsOverturning momentTorsional Irregularity CheckStiffness Irregularity CheckWeight Irregularity CheckCapacity Irregularity CheckDefining modules for a multi-tower buildingStory results for each module[Bending Moment]Beam Detail Analysis[Displacement Contour]Member displacements, forces and stresses can be examined for varioussection locations.Detail forces and stresses in beam members resulting from detail analysis ofindividual elements can be verified in Beam Detail Analysis. Any point inany section can be examined.Bill of Materials[Deformed Shape & SFD/BMD][Detailed Section Stress]midas <strong>Gen</strong>Post-Processing[von Mises Stresses + Deformed Shape][Stress graphs and stress diagrams]09midas <strong>Gen</strong>
Integrated design systemfor buildings and general structuresDesign CodesDesign <strong>Fea</strong>turesRC DesignACI318Eurocode 2 & 8NTC2008BS8110IS:456 & IS:13920CSA-A23.3GB50010Steel DesignAISC-LRFDAISC-ASDAISI-CFSDEurocode 3BS5950IS:800CSA-S16SRC DesignSSRCJGJ138CECS28AIJ-SRCTWN-SRCAIK-SRC2KAIK-SRCAutomatic design/checking of concreteframe, shear wall, steel frame and isolatedfootingProviding reinforcement size anddistribution on the concrete sectionAutomatic checking the minimum spacingof reinforcementsAIJ-WSDTWN-USDAIK-USD, WSDGBJ17, GB50017AIJ-ASDTWN-ASD, TWN-LSDKSSC-CFTFooting DesignACI318Doubly-reinforced beam designOption for splicingKSCE-USDKCI-USDAIK-ASD, LSD, CFSDKSCE-ASDKSSC-ASDBS8110Slab & Wall DesignEurocode 2Automatic calculation of effective lengthfactorAutomatic calculation of unbraced lengthUser-defined moment redistributionInternational reinforcement DB(ASTM, EN, UNI, BS, IS, CSA, GB, JIS,CNS, KS)Optimal design based on the lateraldisplacementSteel Optimal Design based on the strengthcheckShear wall design considering boundaryelementStrong Column-Weak Beam designDetailed design reportDesign Report[Concrete Design Report][P-M Interaction Surface][Steel Design Report]midas <strong>Gen</strong>midas <strong>Gen</strong>10
midas <strong>Gen</strong>Optimal DesignThe optimal design feature of midas <strong>Gen</strong> optimizes the membersections, which determines the section dimensions automaticallyfor the minimum sectional area (minimum weights) satisfying thespecified design standard through verifying strength ratio (or stressratio) in iterative analysis.Displacement Optimal Design ResultsDisplay the output for optimization design per lateral displacementcontrol, sort the optimal design results in various forms, and reflectthe change of sections in the model.Footing Designmidas <strong>Gen</strong> automatically searches for an adequate footing sizeand the number of piles. It looks for satisfactory dimensions bychecking all the entered nodes and load combinations.The results are produced only for the most severe load combination.Graphical Display of Design ResultsReinforcing information such as rebar diameter, rebar spacing andrequired reinforcing steel area can be displayed.[Design Parameters][Reinforcement Output Different Format for Each Country][Design Report]11midas <strong>Gen</strong>
Integrated design systemfor buildings and general structuresMeshed Slab and Wall DesignMeshed Slab and Wall Design[Slab flexural design(Required rebar area)]midas <strong>Gen</strong> provides slab and wall designfor meshed plate elements as per Eurocode2-1-1:2004. midas <strong>Gen</strong> provides slab designfor orthogonal / non-orthogonal reinforcementdirections based on the Wood-Armerformula. Also smooth moment and shearforces are considered in slab and wall design.Static wind and seismic loads for flexiblefloors are automatically generated.[Punching shear check result]Slab Flexural Design / CheckingGraphical display :Recommended rebar size and spacingRequired rebar areaRequired rebar ratioFlexural resistance ratioWood-Armer momentOne-way flexural designDetail report : Design results of slabmembers in a text format summaryDesign moment table : Wood-Armermoments in a spread sheet table[Slab serviceability checking(Long-term deflectionconsidering creep effect)]Punching Shear CheckingGraphical display :Stress diagram in a critical perimeterPunching shear check ratioOne-way shear checkDetail report : Verification results forpunching shear with required shear rebararea in a text format summary[Define reinforcement directions][Display reinforcement directionsby slab member groups][Wall design(Resistance ratio)]Slab Serviceability CheckingGraphical display :Stress checking (concrete, rebar)Crack control (crack width, minimum rebararea, minimum bar diameters, minimum barspacing)Deflection (un-cracked section, long termdeflection considering creep effect)Detail reportWall Design / CheckingGraphical display :Recommended rebar size and spacingRequired rebar areaRequired rebar ratioResistance ratioDetail reportmidas <strong>Gen</strong>midas <strong>Gen</strong> 12
midas <strong>Gen</strong>Automeshingmidas <strong>Gen</strong> provides mesh generationnfeatures for slab and wall members.<strong>Gen</strong>erated mesh elements are fullycompatible with analysis and design feature.Automesh considering interior nodes,elements and openings is available. le.Wall / Slab modeling and design<strong>Gen</strong>Automatic generation of Static Wind andSeismic Loads for flexible floorsmidasAutomatic consideration of interior openingsand connectivity between Slab and WallmembersVarious ApplicationsAutomeshing and Design Procedure[Import dxf file and generate vertical members][Create meshed walls: Map-mesh][Displacement contour][Create meshed slabs: Auto-mesh][Slab design][Building generation]Auto-generation of Static Wind and Seismic Loads[Arch tube][Pumping plant][Caisson][Subway station][Static Wind Loads][Static Seismic Loads]Capacity DesignCapacity Design for Concrete Structuresmidas <strong>Gen</strong> offers automatic capacity designcapability for concrete structures to providethe appropriate amount of ductility in thecorresponding ductility classes.Beam, column, wall and beam-column jointEN 1998-1: 2004 (DCM/DCH)NTC2008 (CD “B”, CD “A”)Design action effects are calculated inaccordance with the capacity design rule.Special provision for ductile primary seismicwalls is considered.Detailing for local ductility is considered. d.- max/min reinforcement ratio of the tensionzone- the spacing of hoops within the criticalcalregion- mechanical volumetric ratio of confininghoops with the critical regionsmidasng<strong>Gen</strong>[Define ductility classand check design results][Capacity design shear forces on beams][Design envelope moments in walls]13 midas <strong>Gen</strong>
midas <strong>Gen</strong> &Integrated SolutionsIntegrated design systemfor buildings and general structuresmidas <strong>Gen</strong> & Integrated Solutions?midas <strong>Gen</strong> & Integrated Solutions are one stop total solution from modeling/analysis/design to engineering drawings/shop drawings.Integrated modeling/analysis/design system by midas <strong>Gen</strong>, auto-generation of structural drawings/B.O.M by midas DShop and directdata transfer with Tekla Structures & Revit Structure are integral parts of midas <strong>Gen</strong>.CAD InterfaceDirect Data Transfer with Tekla Structures & Revit StructureExporting all the standard, double and built up sections from Tekla/Revitto <strong>Gen</strong>Exporting all the defined material and section properties from Tekla/Revitto <strong>Gen</strong>Updating Tekla/Revit models based on optimally designed sections in <strong>Gen</strong>midas DShopAuto-drafting Module for midas <strong>Gen</strong>midas <strong>Gen</strong> design results transformed into auto-generate structuraldrawings (<strong>Gen</strong>eral Notes / Plans / Sections / Member Schedules)Reinforcement Edit function by members (Beam, Column, Brace,Wall & Footing)Auto-generation of B.O.M. (Bill Of Materials)Drawing environment and edit functions identical to AutoCADModeling &StructuralDrawings byRevit StructureCAD InterfaceOne stop,One processSolutionmidas DShopBeam/ColumnElevationReinforcementIntegrated Analysis &Design by midas <strong>Gen</strong>midas <strong>Gen</strong>midas <strong>Gen</strong>Integrated design system for buildings and general structuresIntuitive User InterfaceRC / Steel / SRC / Meshed Slab and Wall DesignSeismic Analysis, Pushover Analysis, Dampers & Base Isolators &Capacity DesignGeometric / Material Nonlinear / Nonlinear Time History (fiber element)Editing reinforcementin TableConcrete DesignReportDesign ResultsTablePushover analysis ofa 3D structureP-M InteractionSurfacemidas <strong>Gen</strong>14
Project ApplicationsBuildingsBurj Khalifa (UAE) Guangzhou Twin Tower (China) Moscow City Palace (Russia)Torre Eurosky (Italy) Rolex Tower (UAE) Taipei Twin Tower (Taiwan)Hanoi Landmark (Vietnam) Omnix Tower (UAE) Gate of the Orient (China)15 midas <strong>Gen</strong>
Project ApplicationsPlant StructuresCampiche Power Plant (Chile) Nghi Power Plant (Vietnam) Angamos Power Plant (Chile)Hadeed CCL Steel Plant (Saudi Arabia) TAVAZON Steel Plant (Iran) India IISCO Steel Plant (India)Pohang Steel Plant (Korea) Zhangjiagang STS Steel Plant (China) Gwangyang Steel Plant (Korea)midas <strong>Gen</strong>16
Project ApplicationsSpatial Structures2008 Beijing Olympic Main Stadium (China) 2008 Beijing Olympic Basketball Arena (China) 2008 Beijing Olympic Badminton Arena (China)FIFA World Cup Main Stadium (Korea) FIFA World Cup Daejeon Stadium (Korea) FIFA World Cup Jeonju Stadium (Korea)Inchoen International Airport (Korea) Beijing International Airport (China) Seoksan Subway Station (Korea)17 midas <strong>Gen</strong>
Project ApplicationsSpecialty StructuresUSA Pavilion (Shanghai EXPO) German Pavilion (Shanghai EXPO) Japan Pavilion (Shanghai EXPO)Tempietto di Villa Barbaro (Italy) Erdos Museum (Mongolia) Maritime Museum (China)Jeongdongjin Resort Facilities (Korea) Saint Ignatius High School (Taiwan) Sungsanpo Marine Terminal (Korea)midas <strong>Gen</strong>18
Propagation of TechnologyThe World's BestEngineering Solution Provider & Service PartnerMIDAS IT provides useful technical and product information and online technical services through its web sites.In addition, MIDAS IT holds a series technical conferences, road shows, training and seminars worldwide to introducethe latest engineering and CAE technology.Global Web Site (www.<strong>Midas</strong>User.com)Products (http://EN.<strong>Midas</strong>User.com)Company (http://EN.MIDASIT.com)International MIDAS Users Conferences & SeminarsItaly United Kingdom India China Japan KoreaIntroduction toMIDAS Family ProgramsMechanical EngineeringBuilding EngineeringBridge EngineeringGeotechnical EngineeringNastran FXEasy, Accurate and Practical Solution forTrue Analysis-Driven Designmidas <strong>Gen</strong>Integrated Design System forBuildings and <strong>Gen</strong>eral Structuresmidas CivilIntegrated Solution System forBridge and Civil Structuresmidas GTSGeotechnical and Tunnel analysis Systemmidas FX+<strong>Gen</strong>eral Pre & Post Processorfor Finite Element Analysismidas Building (in China)A revolutionary building specific design systemwith auto-drafting modulesmidas FEAAdvanced Nonlinear andDetail Analysis Systemmidas GeoXTemporary shoring & Settlement analysis Systemfor ExcavationFEPartner for Plamedia (in Japan)Customized Pre & Post-processors for Plastic CAEmidas ModelerAutomatic <strong>Gen</strong>eration of3D Structural Analysis Modelmidas FX+ for DIANAAn Official Pre & Post Processor for DIANAFEPartner for SoilPlus (in Japan)Structural Analysis System forGeotechnical Engineeringmidas DShopAuto-drafting Module to<strong>Gen</strong>erate Structural Drawings and Bills of Materialmidas FX+ Modeler<strong>Gen</strong>eral Pre-Processor for Finite Element Analysismidas SetStructural engineer’s tools19 midas <strong>Gen</strong>
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