| contributor author | Davide Giannuzzi | |
| contributor author | Roberto Ballarini | |
| contributor author | Arthur Huckelbridge Jr. | |
| contributor author | Michael Pollino | |
| contributor author | Marco Valente | |
| date accessioned | 2017-05-08T22:00:44Z | |
| date available | 2017-05-08T22:00:44Z | |
| date copyright | February 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000856.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68749 | |
| description abstract | The conceptual design of an innovative seismic-resistant steel framing system capable of providing stiffness and ductility to new or existing structures is presented. The bracing system consists of concentric X-braces connected in series with rectangular sacrificial shear panels. The braces are designed to remain elastic during seismic events while the shear panels are sized and configured to dissipate ample energy through plastic deformation-induced stable hysteretic behavior. Detailed three-dimensional nonlinear finite-element analyses using | |
| publisher | American Society of Civil Engineers | |
| title | Braced Ductile Shear Panel: New Seismic-Resistant Framing System | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000814 | |
| tree | Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002 | |
| contenttype | Fulltext | |
