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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.
Full text not available from this repository, contact author.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) |
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| Journal or Publication Title: | PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS | ||||
| Publisher: | THOMAS TELFORD SERVICES LTD | ||||
| ISSN: | 0965-0911 | ||||
| Official Date: | May 1993 | ||||
| Dates: |
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| Volume: | 99 | ||||
| Number: | 2 | ||||
| Number of Pages: | 11 | ||||
| Page Range: | pp. 187-197 | ||||
| Publication Status: | Published |
Data sourced from Thomson Reuters' Web of Knowledge
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