| contributor author | Zhiyi Chen | |
| contributor author | Hanbin Ge | |
| contributor author | Tsutomu Usami | |
| date accessioned | 2017-05-08T20:59:46Z | |
| date available | 2017-05-08T20:59:46Z | |
| date copyright | March 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290733-9445%282006%29132%3A3%28478%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34760 | |
| description abstract | A properly designed two-way stiffened (stiffened both in longitudinal and transverse directions) shear panel can sustain large deformation without pinching and consequent strength degradation. Hence it can be used as an effective passive energy dissipating damper (PEDD) in building and bridge structures to absorb seismic energy. In this Technical Note, a series of steel shear panels with 1, 2, or 3 two-way stiffeners has been analyzed under cyclic loading by the general-purpose finite element program | |
| publisher | American Society of Civil Engineers | |
| title | Hysteretic Model of Stiffened Shear Panel Dampers | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2006)132:3(478) | |
| tree | Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 003 | |
| contenttype | Fulltext | |
