Use of 3D Product Modeling in Cable Stayed Bridge Design and Construction
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Bibliographic Details
| Author(s): |
Atte Mikkonen
Pekka Pulkkinen |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Symposium: Long Span Bridges and Roofs - Development, Design and Implementation, Kolkata, India, 24-27 September 2013 | ||||
| Published in: | IABSE Symposium Kolkata 2013 | ||||
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| Page(s): | 1-9 | ||||
| Total no. of pages: | 9 | ||||
| Year: | 2013 | ||||
| DOI: | 10.2749/222137813808627208 | ||||
| Abstract: |
Big expectations are the laid down for the product modelling in structural design. As it is almost a standard for buildings it is not commonly applied for bridges yet. The ideal concept is to use one model, from the design stage through the construction to the filing, so that all the construction information will be available and stored in a one place. The Finnish Transport Agency has announced that they require modelling for bridge designs from April 2014. Anyhow, applicable standards and modelling practices are not created yet. The Crusell Bridge, built in Finland 2010, is the first large scale Bridge in which the modelling has been applied all the way through from engineering design to the construction. This paper collects experiences from a large size bridge project, describes the processes finding benefits and problems of product modelling in practise in the most challenging structures – in large scale bridges. |
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| Keywords: |
BIM cable stayed bridge product modelling steel-concrete-composite
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