| contributor author | Nam Hoang | |
| contributor author | Yozo Fujino | |
| date accessioned | 2017-05-08T21:25:45Z | |
| date available | 2017-05-08T21:25:45Z | |
| date copyright | May 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%291084-0702%282008%2913%3A3%28299%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51125 | |
| description abstract | The 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. | |
| publisher | American Society of Civil Engineers | |
| title | Combined Damping Effect of Two Dampers on a Stay Cable | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 3 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2008)13:3(299) | |
| tree | Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 003 | |
| contenttype | Fulltext | |
