| contributor author | Kazuhiko Kasai | |
| contributor author | Egor P. Popov | |
| date accessioned | 2017-05-08T20:51:55Z | |
| date available | 2017-05-08T20:51:55Z | |
| date copyright | March 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9445%281986%29112%3A3%28505%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29747 | |
| description abstract | Shear links employed in Eccentrically Braced Frames (EBFs) must be appropriately stiffened in order to prevent premature web buckling and retain energy dissipation capability for subsequent cyclic loading. Criteria for web stiffener spacing as a function of inelastic cyclic shear link deformation is proposed based on the secant modulus approach applied to 30 tested links. The applications of these criteria to EBF ultimate state design are briefly examined. | |
| publisher | American Society of Civil Engineers | |
| title | Cyclic Web Buckling Control for Shear Link Beams | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1986)112:3(505) | |
| tree | Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 003 | |
| contenttype | Fulltext | |
