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ICDAS YouTube Channel   

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Case Study 


Cable-stayed Bridge
Model Examples



Model description



Input



Geometry model



Analysis model



Landscape model



ICDAS Basis of Design



Workflow of Software



Additional features



Rendering & Animation 



Case Study and 
Research



Subsciption
 















 Cable-stayed bridges during construction, 2014-03-14
ICDAS automatic bridge creation in LUSAS. Nonlinear Analysis, Eigenvalue Analysis





Research

 

The following issues are suitable for project students at Technical University of Denmark

 

B.Sc.

Cable stayed bridges

Basis understanding of Cable stayed Bridges. Model creation. Nonlinear Analysis, Eigenvalue Analysis.

Displacements and stresses analysis. FEM full model. Details models.

ICDAS automatic bridge creation is allowed.


Suspension bridges

Basis understanding of Suspension Bridges. Model creation. Nonlinear Analysis, Eigenvalue Analysis.

Displacements and stresses analysis. FEM full model. Details models.

ICDAS automatic bridge creation is allowed.


Advanced Building Structures

Analysis of large cantilever deck carrying facades of multi-floor building. Cylinder building example.

Prestressed cables solution. FEM full model. Details models.

ICDAS automatic building creation is allowed.

 


M.Sc.

Long span Cable stayed bridges

Model creation. Nonlinear Analysis, Eigenvalue Analysis. Solutions for the main span above 1000m.

ICDAS automatic bridge creation is allowed.


Cable stayed Bridge vs. Suspension Bridge in main span 1000m

Cable stayed Bridge and Suspension Bridge comparison. Model creation. Nonlinear Analysis, 

Eigenvalue Analysis. Displacements and stresses analysis. FEM full model.

ICDAS automatic bridge creation is allowed.


Advanced Building Structures

Analysis of large cantilever deck carrying facades of multi-floor building. Cylinder building and FRBL

combined models. Prestressed cables solution. FEM full model. Details models.

ICDAS automatic building creation is allowed.

 

 

Ph.D.

Long span Cable stayed bridges in Wind

Model creation. Nonlinear Analysis, Eigenvalue Analysis. Aerodynamic Wind-Bridge Interaction.
Active/Passive Control of cable vibration. Further development of ICDAS Bridge concerning vortex-,
buffeting- and motion induced vibrations. ICDAS codes are available. 



See ICDAS Basis of Design for related project

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ICDAS  •  Hans Erik Nielsens Vej 3  •  DK-3650 Ølstykke  •   
E-mail: th@icdas.dk   •  Tel.: +45 20 20 33 78  •  CVR no.: 34436169 
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