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STRENGTH AND STIFFNESS OF DISCRETE U-FRAMES IN COMPOSITE PLATE GIRDERS

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Abstract

Tests are reported elsewhere on a structure of inverted-U section consisting of twin double-cantilever composite plate girders, restrained laterally by discrete U-frames, each with the reinforced concrete slab acting as the horizontal member. Results are given here of the tests of the connections between this member and the steelwork. These and earlier tests provide the basis for tentative design rules, relating to stiffness, diagonal tension cracking of the slab, and local yielding of the steel top flange

Topics: TH, TA
Publisher: THOMAS TELFORD SERVICES LTD
OAI identifier: oai:wrap.warwick.ac.uk:21339
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