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East Cliff Viaduct Assessment and Bearing Replacement

1 min read
Author: Tomas Tubelskis
Publish Date: 12 Mar, 2019
Manual Outline
- Introduction
- East Cliff Viaduct Background
- Multi-cellular deck Behavior
- General deck behavior
- Bending stiffness
- Torsion constant
- Grillage model in MIDAS Civil
- Basics of grillage modelling
- Grillage in MIDAS Civil
- Sectional property calculator
- General use
- East Cliff sectional properties
- Dead and Live loads
- Application of Dead Loads
- Application of Live Loads
- Using tree menu to simplify outputs
- Outputs
- Combinations
- Maximum/coexisting forces
- Maximum/coexisting reactions
- Bearing schedule
- Introduction to bearing schedule parameters
- Results
- Comparing results from two different models
- Conclusion
Benefits of using Midas Civil on East Cliff Viaduct Bearing Replacement Scheme
- Versatility
- DMRB - BD21/01 and BD37/01 and Eurocode available
- Easy to amend such complex model
- Efficient MIDAS UK Support team
- Comparable outputs with CAT3 checker who used space frame model
Speaker Profile
Tomas Tubelskis |
|
Jacobs UK

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Speaker : Tomas Tubelskis Category : Bridge Software : midas Civil Date : 2019-03-13 |
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