| contributor author | Daniel N. Manheim | |
| contributor author | Egor P. Popov | |
| date accessioned | 2017-05-08T20:50:21Z | |
| date available | 2017-05-08T20:50:21Z | |
| date copyright | October 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9445%281983%29109%3A10%282404%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/28831 | |
| description abstract | A mechanism for use in the limit analysis of steel frames where yielding arises in webs of members from couples of closely spaced forces is developed. This mechanism, called the shear hinge, is based upon the shearmoment interaction of the short portion of beam bounded by the couple. Conditions necessary to achieve the limit load are examined. Examples illustrating the analysis and indicating applications for eccentrically braced frames and column panel zone yielding are given. | |
| publisher | American Society of Civil Engineers | |
| title | Plastic Shear Hinges in Steel Frames | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1983)109:10(2404) | |
| tree | Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 010 | |
| contenttype | Fulltext | |