| contributor author | M. L. Lai | |
| contributor author | K. C. Chang | |
| contributor author | T. T. Soong | |
| contributor author | D. S. Hao | |
| contributor author | Y. C. Yeh | |
| date accessioned | 2017-05-08T20:55:44Z | |
| date available | 2017-05-08T20:55:44Z | |
| date copyright | October 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9445%281995%29121%3A10%281443%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32102 | |
| description abstract | A full-scale five-story steel-frame structure with added viscoelastic (VE) dampers is studied experimentally and analytically. The experimental program includes free-vibration and harmonic forced-vibration tests. Dynamic scaling relations between the full-scale and 2/5-scale models with VE dampers are presented. Test results confirm that damping in the full-scale structure can be significantly increased by incorporating relatively small VE dampers. The modal strain energy method used to estimate the structural damping for the 2/5-scale model structure is also applicable to the full-scale structure. The damper design procedure developed from the 2/5-scale model can also be used for the full-scale structure. This study provides an important base for utilizing the extensive data generated from the reduced scale-model tests for incorporating VE dampers into full-scale structures. | |
| publisher | American Society of Civil Engineers | |
| title | Full-Scale Viscoelastically Damped Steel Frame | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1995)121:10(1443) | |
| tree | Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 010 | |
| contenttype | Fulltext | |
