Application of the harmonic analysis in the design of slab and beam decks without inner diaphgrams

By: M. Lenzi, P. Campana, I. Missiroli

In the paper the sharing of the moving load among the girders of a beam and slab deck without inner diaphgrams is analyzed. Mutual shear force acting between the girders are found by means of the compatibility method. Simple supported and continuous decks staic scheme are studied and the results are compared with the measures taken during load tests.

Type: Article

Published by: INARCOS n°710