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

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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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