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University of Adelaide

Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino.

Abstract

dc:description.abstract

Determines the effect of partial-interaction and interfacial friction on the fatigue behaviour of composite bridge beams and develops a set of design rules for the assessment of the residual strength and performance of composite bridge beams.

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Seracino, R. (Rudolf)

Rights

Language dc:language.iso
en

Identifiers

dc:identifier.*
Handle dc:identifier.uri
http://hdl.handle.net/2440/19519
OAI identifier oai:identifier
oai:digital.library.adelaide.edu.au:2440/19519

Chain of custody

source
Harvested from
University of Adelaide
Base URL
digital.library.adelaide.edu.au/server/oai/request
Last updated
2026-07-24
Source record
OAI-PMH GetRecord
related terms
citation

Seracino, R. (Rudolf). Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino.. 1999. http://hdl.handle.net/2440/19519