| contributor author | Fahim Sadek | |
| contributor author | Bijan Mohraz | |
| contributor author | Michael A. Riley | |
| date accessioned | 2017-05-08T20:57:44Z | |
| date available | 2017-05-08T20:57:44Z | |
| date copyright | August 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%290733-9445%282000%29126%3A8%28887%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33444 | |
| description abstract | Passive energy dissipation devices are used to reduce the damage from earthquakes by absorbing a portion of the earthquake-induced energy in structures. Wide acceptance of these devices in structures will depend on the availability of simplified methods for their analysis and design. The objectives of this study are to (1) investigate the effect of increased viscous damping on the seismic response of structures; (2) assess the accuracy of the linear static and linear dynamic procedures recommended in the | |
| publisher | American Society of Civil Engineers | |
| title | Linear Procedures for Structures with Velocity-Dependent Dampers | |
| type | Journal Paper | |
| journal volume | 126 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2000)126:8(887) | |
| tree | Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 008 | |
| contenttype | Fulltext | |
