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STABILITY OF CONTINUOUS COMPOSITE PLATE GIRDERS WITH U-FRAME ACTION
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UNSPECIFIED. (1993) STABILITY OF CONTINUOUS COMPOSITE PLATE GIRDERS WITH U-FRAME ACTION. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 99 (2). pp. 187-197. ISSN 0965-0911
Full text not available from this repository.Abstract
Tests are reported on two half-scale twin double-cantilever girders with class 4 webs. In one, lateral stability of the bottom flanges was provided by continuous U-frame action; and in the other, by discrete U-frames that included the shear connection and the concrete slab, which was reinforced as the deck of a highway bridge. Four distinct types of lateral buckling failure were observed. They are discussed in relation to three design methods, including that of Eurocode 4: Part 1.1.
| Item Type: | Journal Article |
|---|---|
| Subjects: | T Technology > TH Building construction T Technology > TA Engineering (General). Civil engineering (General) |
| Journal or Publication Title: | PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS |
| Publisher: | THOMAS TELFORD SERVICES LTD |
| ISSN: | 0965-0911 |
| Date: | May 1993 |
| Volume: | 99 |
| Number: | 2 |
| Number of Pages: | 11 |
| Page Range: | pp. 187-197 |
| Publication Status: | Published |
| URI: | http://wrap.warwick.ac.uk/id/eprint/21338 |
Data sourced from Thomson Reuters' Web of Knowledge
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