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- W585201414 abstract "This paper shows how a three dimensional arrangement of members, similar to those which would be used in a plane grillage, can provide direct design actions such as bending moments and shear forces, for any bridge type from a simple beam and slab through to a haunched continuous box girder. The method is as accurate as a fine mesh finite element model, but requires considerably less computation power, which means even large structures can be modelled with a relatively small program like ACES. A box girder example is worked through to illustrate how the analysis method may be applied and highlight the advantages of this method. In conjunction with the three dimensional model, a new simple approach for treating shear lag is suggested. Both the shear lag analysis, and the three dimensional grillage method are very “transparent” about the interactions of the various parts of the structure carrying the loads, and both should also prove useful as teaching aid (a) For the covering entry of this conference, please see ITRD abstract no. E211602." @default.
- W585201414 created "2016-06-24" @default.
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- W585201414 date "2004-01-01" @default.
- W585201414 modified "2023-09-27" @default.
- W585201414 title "Three dimensional ACES models for bridges" @default.
- W585201414 hasPublicationYear "2004" @default.
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