| contributor author | Janice J. Chambers | |
| contributor author | Shaheed Almudhafar | |
| contributor author | Frank Stenger | |
| date accessioned | 2017-05-08T20:58:37Z | |
| date available | 2017-05-08T20:58:37Z | |
| date copyright | March 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290733-9445%282003%29129%3A3%28383%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34016 | |
| description abstract | The reduction of the flanges of steel wide flange beams near beam-column joints in special moment resistant frames is currently an acceptable alteration of a connection which connects a beam and column with complete-joint-penetration groove welded flanges and a welded or bolted web connection. Herein, the closed-form stiffness matrix of a two-dimensional frame element with radius flange reductions symmetric about the centroid of the element is derived using virtual work theories. Tip translations of a cantilevered | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Reduced Beam Section Frame Elements on Stiffness of Moment Frames | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2003)129:3(383) | |
| tree | Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 003 | |
| contenttype | Fulltext | |
