Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/1920
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dc.contributor.authorGergess, Antoineen_US
dc.contributor.authorDouaihy, Elie Zakhiaen_US
dc.date.accessioned2020-12-23T09:02:53Z-
dc.date.available2020-12-23T09:02:53Z-
dc.date.issued2020-
dc.identifier.urihttps://scholarhub.balamand.edu.lb/handle/uob/1920-
dc.description.abstractContinuous decks provide a cost-effective solution compared with expansion joints in multi-span bridge construction. The part of the deck that spans over the open joint at intermediate supports is known as the link-slab. Although their length and magnitude are relatively small compared with the beams in the adjacent spans, link-slabs provide continuity to the structural system and influence the distribution of forces based on their stiffness and bridge support characteristics. This paper presents results from a test program that examines the behavior of bonded link-slabs connecting adjacent reinforced concrete beams and derives closed-form solutions to predict shear forces and moments. Validity of the solution is verified based on comparisons with test data and its applicability for bridges in the medium-span length range is illustrated by a numerical example.en_US
dc.language.isoengen_US
dc.titleEffects of elastomeric bearing stiffness on the structural behavior of bonded link-slabsen_US
dc.typeJournal Articleen_US
dc.identifier.doi10.1177/0361198120911046-
dc.contributor.affiliationDepartment of Civil and Environmental Engineeringen_US
dc.description.volume2674en_US
dc.description.issue4en_US
dc.description.startpage428en_US
dc.description.endpage443en_US
dc.date.catalogued2020-11-03-
dc.description.statusPublisheden_US
dc.identifier.OlibID272803-
dc.identifier.openURLhttps://journals.sagepub.com/doi/10.1177/0361198120911046en_US
dc.relation.ispartoftextJournal of transportation research boarden_US
dc.provenance.recordsourceOliben_US
Appears in Collections:Department of Civil and Environmental Engineering
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