STABILITY OF CONTINUOUS COMPOSITE PLATE GIRDERS WITH U-FRAME ACTION
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 0965-0911Full text not available from this repository.
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|
|Official Date:||May 1993|
|Number of Pages:||11|
|Page Range:||pp. 187-197|
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