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STRENGTH AND STIFFNESS OF DISCRETE U-FRAMES IN COMPOSITE PLATE GIRDERS
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UNSPECIFIED (1993) STRENGTH AND STIFFNESS OF DISCRETE U-FRAMES IN COMPOSITE PLATE GIRDERS. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 99 (2). pp. 199-209.
Research output not available from this repository, contact author.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.
| 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. 199-209 | ||||
| Publication Status: | Published |
Data sourced from Thomson Reuters' Web of Knowledge
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