| contributor author | Kazuhiko Kasai | |
| contributor author | Egor P. Popov | |
| date accessioned | 2017-05-08T20:51:54Z | |
| date available | 2017-05-08T20:51:54Z | |
| date copyright | February 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9445%281986%29112%3A2%28362%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29736 | |
| description abstract | The behavior of different length wide flange (WF) links in eccentrically braced steel frames with or without axial force application, were experimentally investigated using a subassemblage system simulating the frame action. The results are examined with emphasis on the influence of link length on the performance. Moment, shear, and axial force interaction, as well as the effect of strain hardening on moment redistribution, energy dissipation, and flange and web buckling are considered. Design and analysis methods for cyclically loaded links are proposed. | |
| publisher | American Society of Civil Engineers | |
| title | General Behavior of WF Steel Shear Link Beams | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1986)112:2(362) | |
| tree | Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 002 | |
| contenttype | Fulltext | |
