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Keywords: ACCRINGTON
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Journal Articles
Proceedings of the Institution of Civil Engineers (1988) 84 (5): 989–1007.
Published: 01 October 1988
... due toinsufficient horizontal restraintat the base of the portal legs. Lateral restraints are provided for guidance during sliding but these cannot be usedto prevent deformation of the portal. 46. At Accrington easterly bypass bridge (span 20 m), a concrete hinge (which was temporarily restrained...
