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dc.contributor.authorLuu Xuan Le
dc.contributor.authorHiroshi Katsuchi
dc.contributor.authorHitoshi Yamada
dc.date.accessioned2022-01-30T21:00:59Z
dc.date.available2022-01-30T21:00:59Z
dc.date.issued12/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29BE.1943-5592.0001641.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267506
dc.description.abstractConventional designs for added damping in stay cables with a High Damping Rubber (HDR) damper are commonly carried out assuming perfect boundary conditions at the cable ends or a smooth transition between the damper and cable. This paper proposes an asymptotic formulation for the attainable damping in stay cables with an externally installed HDR damper that accounts for uncertain boundaries at the cable ends, which includes hinged, fixed, and rotational restraint ends. The results indicate that by adjusting supports at the cable ends with finite rotational restraint stiffness, the damper works more effectively. In addition, a reduction factor (Rrd) of the achievable damping caused by rotational restraint at an HDR damper location will be proposed and investigated for a clamped–clamped cable. In the design of an HDR damper with a rotational restraint between the damper and cable, the damping ratio is reidentified by multiplying the designed damping of a conventional case by the reduction factor (Rrd).
dc.publisherASCE
dc.titleDamping of Cable with HDR Damper Accounting for Restraint Boundary Conditions
dc.typeJournal Paper
dc.journal.volume25
dc.journal.issue12
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)BE.1943-5592.0001641
dc.page11
dc.treeJournal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 012
dc.contenttypeFulltext


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