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For utmost accuracy &
Productivity,
MIDAS provides the best solution in Structural Engineering.
We Analyze and Design the Future.
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MIDAS/Gen
applications include the following areas:
| Building
Structures: |
Office, Residential,
Commercial and Multi-use Buildings, etc. |
| Specialty
Structures: |
Stadiums, Hangars,
Power Plants, Nuclear Reactors, etc. |
| Other
Structures: |
Ships, Aircrafts,
Transmission Towers, Cranes, Pressure Vessels, Machine
Structures, Plant Structures, etc. |
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International Business Center
(Office) |
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Location
HoChiMinh, Vietnam
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22 Story Steel Braced Frame
Gold Prize Award winning project |
Analysis
Time History Analysis
Construction Stage Analysis |
Perspective model
view of International
Business Center |
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Beijing OO Project (Office)
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Location
Beijing, China
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44 Stories+3 Underground Levels
Outrigger Trusses
+Reinforced Concrete Core Wall |
Analysis
Response Spectrum Analysis
Construction Stage Analysis
Pushover Analysis |
| Perspective model
view of Beijing OO Office |
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Venture Town (Office) |
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Location
Bundang
6 Towers & 1 Convention ctr.
32 Stories+5 Underground Levels
Reinforced Concrete Shear Wall +Steel Rigid Frame |
Analysis
Response Spectrum Analysis
Construction Stage Analysis
Pushover Analysis
Multi-diaphragm Analysis |
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Mode shapes resulting from eigenvalue
analysis of Venture Town
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Analysis
model of Venture Town
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Separate data files
merged
into one total model |
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Centum City (Residential) |
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Perspective model
view of Centum City
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Location
Busan
48 Stories+5 Underground Levels
Outriggers+Reinforced Concrete
Core Wall+Tuned Mass Damper
3,750 Units - 9 Towers
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Analysis
Response Spectrum Analysis
Construction Stage Analysis
Floor Vibration Analysis
Column Shortening Analysis |
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Posville (Residential) |
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Detail analysis
model of an
underground perimeter wall
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Location
Seoul
15 Stories+3 Underground Levels
Reinforced Concrete Frame
+ Reinforced Concrete Wall
Basements used for mechanical parking garage
Application of hydrostatic loads
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Analysis
Response Spectrum Analysis
Pushover Analysis
Heat of Hydration Analysis
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Park View(Residential) |
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Perspective model
view of Park View
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Location
Bundang
34 Stories+2 Underground Levels
Reinforced Concrete Core wall +Flat Plate
1,829 Units - 11 Towers
Major shear walls transferred onto a 1.8m thick plate
at 4th floor
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Analysis
Response Spectrum Analysis
Construction Stage Analysis
Floor Vibration Analysis
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Poscourt (Residential) |
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Pushover analysis
model of Poscourt
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Location
Seoul
22 Stories+5 Underground Levels
Reinforced Concrete Shear Wall
+ Flat Plate Framing
21,715 m2
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Analysis
Response Spectrum Analysis
Pushover Analysis
Construction Stage Analysis
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Galleria Palace (Multi-Use Complex) |
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Perspective
model view of Galleria Palace
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Location
Seoul
46 Stories+5 Underground Levels
Outriggers+Perimeter Girder Tube
+Core Wall+Fin Walls
280,000 m2 - 3
Towers
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Analysis
Response Spectrum Analysis
Construction Stage Analysis
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ACROVISTA (Multi-Use Complex) |
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Perspective
model view of Acrovista
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Location
Seoul
37 Stories+5 Underground Levels
Reinforced Concrete Frame+Core Wall
+Outriggers
270,000 m2 -
3 Towers
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Analysis
Response Spectrum Analysis
Construction Stage Analysis
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I-SPACE 1 (Multi-Use Complex) |
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Perspective
model view of I-space 1
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Location
Bundang
34 Stories+3 Underground Levels
Reinforced Concrete Frame+Core
Wall
Reinforced concrete core wall with outriggers and
belt girders linked to exterior wall-columns (dual frame
system) |
Analysis
Response Spectrum Analysis
Pushover Analysis
Construction Stage Analysis
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Tower Palace I (Multi-Use Complex) |
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Perspective
model view of I-space 1
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Location
Seoul
59 Stories+5 Underground Levels
Reinforced Concrete Core Wall +Steel Frame
Outriggers & Belt Trusses
460,000 m2
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Analysis
Response Spectrum Analysis
Construction Stage Analysis
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Mapo 1-47 Block OO Project (Multi-Use
Complex) |
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Perspective model view of Mapo 1-47
Block Multi-Use Complex
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Location
Seoul
30 Stories+8 Underground Levels
Reinforced Concrete Core
+ Moment Frame
Top-Down Construction Method |
Analysis
Construction Stage Analysis
Response Spectrum Analysis
Pushover Analysis
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Gwangan-dong OO Project (Multi-Use
Complex) |
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Perspective model view of Gwangan-dong
Multi-Use Complex
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Location
Busan
46 Stories+4 Underground Levels
Reinforced Concrete Outrigger
Walls
Transfer Beam & Girder System |
Analysis
Response Spectrum Analysis
Construction Stage Analysis
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Daejeon Expo Material Pavilion
(Cultural Facilities) |
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Perspective model
view of Daejeon Expo Material Pavilion
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Location
Daejeon
Continuously inter-linked Spiral Cable Structure |
Analysis
Response Spectrum Analysis
Geometric Nonlinear Analysis
Cable Prestress Analysis
Construction Stage Analysis |
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Sun Cruise (Cultural Facilities) |
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Detail analysis
model of ship frame
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| Location
Jungdongjin
9 Story Steel Frame
of on-ground ship structure |
Analysis
Response Spectrum Analysis
Time History Analysis |
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POSCO Museum (Cultural Facilities) |
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Perspective model
view of POSCO Museum
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| Location
Pohang
Steel Moment Frame
64 x 37 x 22 m |
Analysis
Time History Analysis |
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Sun-Moon-Lake Visitor Center
(Cultural Facilities) |
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Perspective model view of Sun-Moon-Lake
Visitor Center
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| Location
Taiwan
Shell Structure |
Analysis
Geometric Nonlinear Analysis |
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MIDAS/Gen
applications include the following areas:
| Building
Structures: |
Office, Residential,
Commercial and Multi-use Buildings, etc. |
| Specialty
Structures: |
Stadiums, Hangars,
Power Plants, Nuclear Reactors, etc. |
| Other
Structures: |
Ships, Aircrafts,
Transmission Towers, Cranes, Pressure Vessels, Machine
Structures, Plant Structures, etc. |
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Seoul World Cup Stadium (Stadiums) |
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Perspective model
view of
Seoul World Cup Stadium
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| Location
Seoul
| Roof : |
Steel-frame trusses
+Tension cables
+Teflon fabric |
Stand: Precast concrete structure
Capacity: 63,930 Seats |
Analysis
Pretension Analysis
Nonlinear Analysis
Pushover Analysis
Erection Sequence Analysis |
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Jeonju World Cup Stadium (Stadiums) |
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Perspective model
view of
Jeonju World Cup Stadium
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Location
Jeonju
| Roof : |
Steel-frame trusses
+Tension cables |
Stand: Prestressed concrete structure
Capacity: 42,000 Seats |
Analysis
Response Spectrum Analysis
Nonlinear Analysis
Erection Sequence Analysis
Pretension Analysis
Cable Failure Simulation |
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Daejeon World Cup Stadium (Stadiums) |
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Location
Daejeon
| Roof : |
Steel-frame trusses
+Double cantilever system |
Stand: Precast concrete structure
Capacity: 41,651 Seats
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Analysis
Response Spectrum Analysis
Detail Connection Analysis
Movable Roof Panel Analysis
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Perspective model view of Daejeon World
Cup Stadium
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Detail
Connection analysis model of Daejeon World Cup Stadium
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Detail Roof analysis model of
Daejeon World Cup Stadium
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Matsue Sport Center (Stadiums) |
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Location
Shanghai, China
Steel-frame trusses |
Analysis
Time History Analysis
Prestress Analysis |
Perspective model
view of Matsue Sport Center
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OO Superstore in Brentford (Misc.) |
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Location
Brentford, London
Steel-frame trusses
+Tension cables
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Analysis
Pretension Analysis
Nonlinear Analysis |
Perspective model
view of OO Superstore
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Suwon Train Station (Transportation) |
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Perspective model
view of Suwon Station
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Location
Suwon
6 Stories+3 Underground Levels
Steel trusses |
Analysis
Response Spectrum Analysis
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Janghang Line-High Speed Train
Station (Transportation) |
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Detail analysis
model of Onyang Station
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Location
Onyang
Steel trusses |
Analysis
Response Spectrum Analysis
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Inchon International Airport
Multi-Transportation Complex (Transportation) |
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Perspective model
view of Multi-Transportation Complex
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Location
Inchon
Steel trusses
180m x 70m x 45m Column Free |
Analysis
Response Spectrum Analysis
Time History Analysis |
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Airport Passenger Terminal Proposal
(Transportation) |
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Location
Taipei, Taiwan
Steel trusses
144m x 69m x 21m
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Analysis
Time History Analysis |
Perspective
model view of Airport
Passenger Terminal Proposal
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MIDAS/Gen
applications include the following areas:
| Building
Structures: |
Office, Residential,
Commercial and Multi-use Buildings, etc. |
| Specialty
Structures: |
Stadiums, Hangars,
Power Plants, Nuclear Reactors, etc. |
| Other
Structures: |
Ships, Aircrafts,
Transmission Towers, Cranes, Pressure Vessels, Machine
Structures, Plant Structures, etc. |
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Tavazon Project (Iran) (Plant
Structures) |
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BF Tower & Dust Catcher
15m x 15m x 46m
Perspective model view of Cast House in
Tavazon
75m x 47m x 34m
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Kwangyang No. 1 Blast Furnace
(Kwangyang) (Plant Structures) |
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Tower
Structure for Kwangyang
Blast Furnace No.1
30m x 30m x 87m
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Blast
Furnace (Top Shell)
 11.3m
x 6m
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Tuyere
Service Platform
42m x 27m
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K1R1 Dewatering Silo
10m x
17.5m
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K1R1 Dewatering Facility
Tower Structure 56m x 21m x 36m
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Longitude Fit-up Machine (Machine
Structures) |
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Analysis model
of Longi. Fit-up Machine
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System
Steel Structure
Plate Box girder
Longitudinal stiffener Automatic
Welding Machine used for
fabricating Ship Structures |
Scale
21.9 x 7.8 x 8.5 m |
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Turn Over 250 ton Crane (Cranes) |
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Detail analysis model
of Plate Box Girder & Column |
Buckling analysis
model of Crane Runway Girder |
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