| contributor author | John R. Sladek | |
| contributor author | Richard E. Klingner | |
| date accessioned | 2017-05-08T20:50:48Z | |
| date available | 2017-05-08T20:50:48Z | |
| date copyright | August 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9445%281983%29109%3A8%282004%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29068 | |
| description abstract | A realistic prototype high-rise building was designed and modeled using linear elastic (and also nonlinear) degrading stiffness idealizations. Using an effective damper mass ratio of 0.026, three different techniques were used to design an optimum tuned-mass damper (TMD) for the prototype. All were found to give essentially the same design. The response of the idealized prototype building to a strong ground motion was computed with and without a TMD. The TMD did not reduce the prototype's maximum response. Based on these results, vibration absorbers do not seem effective in reducing the maximum seismic response of tall buildings. | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Tuned‐Mass Dampers on Seismic Response | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1983)109:8(2004) | |
| tree | Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 008 | |
| contenttype | Fulltext | |
