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dc.contributor.authorNam Hoang
dc.contributor.authorYozo Fujino
dc.date.accessioned2017-05-08T21:25:45Z
dc.date.available2017-05-08T21:25:45Z
dc.date.copyrightMay 2008
dc.date.issued2008
dc.identifier.other%28asce%291084-0702%282008%2913%3A3%28299%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/51125
dc.description.abstractThe combined effect of two dampers, either on the same end or opposite ends of a stay cable, is analytically studied in this paper. By considering small distances of the dampers from the anchorages, an asymptotic formula for the modal damping ratio of the cable is derived from which the total damping effect is presented in an explicit form. It is shown that when two dampers are installed at opposite ends of the cable, the total damping effect is asymptotically the sum of the contributions from single dampers. On the contrast, if two dampers are at the same end, there is no advantage of increasing the maximum modal damping in the cable over the use of a single damper.
dc.publisherAmerican Society of Civil Engineers
dc.titleCombined Damping Effect of Two Dampers on a Stay Cable
dc.typeJournal Paper
dc.journal.volume13
dc.journal.issue3
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)1084-0702(2008)13:3(299)
dc.treeJournal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 003
dc.contenttypeFulltext


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