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- W596174336 abstract "Methods of analysis of multibeam bridge decks have been developed in the past, based on either orthotropic plate models, articulated plate models or finite strip analysis, all of which require comprehensive computing facilities for even simple cases. Simple approximate models have also been developed for a simple span bridge which can be evaluated using only a desk top calculator. This paper presents an extension of the simple model to the continuous two span case. Shear transfer between beams is assumed to be concentrated at the points of contact between beams, coincident with the line of the axle being considered, instead of being distributed in the longitudinal direction. The assumption is a conservative one which leads to an algorithm which is suited to evaluation using a simple calculator. Experimental results are given which confirm the validity of the proposed method when applied to the calculation of the maximum positive bending moment which occurs in a beam. The method is seen as being applicable not only to preliminary design calculations but also in the checking of unusual or abnormal load configurations in the field (a)." @default.
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- W596174336 date "1982-01-01" @default.
- W596174336 modified "2023-09-27" @default.
- W596174336 title "Load distribution analysis of a continuous two span multibeam bridge deck" @default.
- W596174336 hasPublicationYear "1982" @default.
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