Outline
    Major functionality
      Menu/Input System
      File Manipulation
      View Control
      Selection/Activation
      Modeling
      Display
      User Interface
      Material & Section Properties
      Boundary Conditions
      Static Loads
      Dynamic Loads
      Finite Element Library
      Analysis
      Checking Results
      Design
 
 
 
 
 
 

 
 


 
  Graphical Results


 
  The post-processor can automatically create load combinations in accordance with specified design standards. You may conveniently specify additional load combinations or modify existing combinations.

Member forces for weak and strong axes can be viewed simultaneously in Beam Diagram. Changing Type of Display can produce various forms of Graphic Output for examining reactions, displacements, member forces and stresses.
Using the Mirrored function, the results of the entire model can be produced based on the analysis results of a 1/2 or 1/4 model.
Practically all the results can be animated, namely, mode shapes, time history results of displacements and member forces, dynamic analysis results and static analysis results. Batch Output Generation offers capability to consecutively construct and produce specific Graphical Output for a number of load conditions.


 
  Type of Display

 
 
Values
Legend
Deform
Undeformed
Animation
Mirrored
Cutting Diagram
IsoSurface



 
  Using the Cutting Diagram function, member forces and stresses can be obtained along the specified section line or surface. Iso Surface, on the other hand, identifies the surfaces of equal stresses in solid elements. Top and Bottom stresses of plate elements can be simultaneously displayed as well.



 
 
Deformation contour resulting from the analysis of a plant structure



Tooltip and analysis results output of member forces and moments of beam elements




Detail analysis of a cable anchor modeled with plate elements. The stress contour shows the stresses at the top and bottom of the plate elements simultaneously.




 
  Midas/Gen does not stop at simply showing the analysis results.
It is capable of producing high quality results of additional detail analyses and re-analyses for the purpose of design. Among others, a few cases are outlined herein. Detail forces and stresses in beam members resulting from detail analyses of individual elements can be verified in Beam Detail Analysis. Local Direction Force Sum combines the nodal forces of plate or solid elements and calculates the member forces at specified positions.



 
 
Verification of bending along a Cutting Line of a slab




Results of a buckling analysis of a large Crane Girder
(Buckling modes and Critical load factors)




Sectional stress distribution of a particular point on a
beam element using Beam Detail Analysis




Analysis results of a half model expanded into a full model by Mirrored




Using the Local Direction Force Sum function, beam forces
can be calculated from the nodal forces of plate elements



Von-Mises stress contour of a column/girder joint




 
  Table Results


 
  MIDAS/Gen also provides results in the Excel format, which enables us to check and analyze all the analysis and design results systematically.

Results are produced by using the Wizard type dialog boxes step by step. Different load combinations can be specified to different results such as reactions, displacements, member forces, etc. Moreover, MIDAS/Gen provides powerful Selection, Filtering and Envelope functions for us to tailor the result output as we wish.

 
 
  Convenient features of checking results in table formats
  Spread sheets provided for all analysis and design results (displacements, member forces, stresses, reactions, vibration modes, buckling modes, other analysis and design checking results, etc.)
  Powerful filtering in conjunction with various selection functions
  Various Sorting functions
(Multiple ascending/descending sort in the order of priority in attributes)
  Various Editing function (Add, Modify, Group Copy, Replace, Search, etc.)
  Copy & Paste using Clipboard
  Interface with other software such as MS-Excel, etc.

  Analysis Results Output
  Basic type, Summary, Envelope by load combinations (displacements, reactions, member forces, stresses, etc.)
  Selective output of force and stress components and locations
  Selection by User or Global coordinate system


 
 
Roof live load applied to a 3-D Plant frame and summarized nodal loads


 



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