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contributor authorLuu Xuan Le
contributor authorHiroshi Katsuchi
contributor authorHitoshi Yamada
date accessioned2022-01-30T21:00:59Z
date available2022-01-30T21:00:59Z
date issued12/1/2020 12:00:00 AM
identifier other%28ASCE%29BE.1943-5592.0001641.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267506
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).
publisherASCE
titleDamping of Cable with HDR Damper Accounting for Restraint Boundary Conditions
typeJournal Paper
journal volume25
journal issue12
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0001641
page11
treeJournal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 012
contenttypeFulltext


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