| contributor author | Gokhan Pekcan | |
| contributor author | John B. Mander | |
| contributor author | Stuart S. Chen | |
| date accessioned | 2017-05-08T20:57:38Z | |
| date available | 2017-05-08T20:57:38Z | |
| date copyright | April 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%290733-9445%282000%29126%3A4%28437%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33373 | |
| description abstract | An experimental and analytical study is presented that investigates the effectiveness of a supplemental damping system consisting of elastomeric spring dampers (ESD) and fuse-bars to mitigate the seismic response of steel structures. Steel structures generally possess significant flexibility and relatively low inherent viscous damping. Under strong earthquake ground shaking, large interstory drifts can be expected which in turn cause distress to both structural and nonstructural elements. In this study, a | |
| publisher | American Society of Civil Engineers | |
| title | Experiments on Steel MRF Building with Supplemental Tendon System | |
| type | Journal Paper | |
| journal volume | 126 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2000)126:4(437) | |
| tree | Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 004 | |
| contenttype | Fulltext | |
