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dc.contributor.authorGuido
dc.contributor.authorMorgenthal
dc.contributor.authorPeter
dc.contributor.authorOlney
dc.date.accessioned2017-05-08T22:29:28Z
dc.date.available2017-05-08T22:29:28Z
dc.date.copyrightJanuary 2016
dc.date.issued2016
dc.identifier.other46657605.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/81461
dc.description.abstractConcrete hinges are a robust structural concept attributed to Eugène Freyssinet and further developed by Fritz Leonhardt and others. Leonhardt and coworkers also developed simple analysis models that are still used today. Recently, concrete hinges have seen a renewed interest in research and practical applications in various bridges. This is mainly because of advanced concrete technology available and the drive towards more durable and hence sustainable structures by building without bearings. In this context, this paper investigates possible applications of concrete hinges in integral bridge piers. A computational model is introduced with consideration of various limit states for the design of concrete hinges. A comparison is made between standard integral piers and those with concrete hinges. Example computations are presented to show the calculation procedure to design a concrete hinge for an integral bridge.
dc.publisherAmerican Society of Civil Engineers
dc.titleConcrete Hinges and Integral Bridge Piers
dc.typeJournal Paper
dc.journal.volume21
dc.journal.issue1
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)BE.1943-5592.0000783
dc.treeJournal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 001
dc.contenttypeFulltext


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