| contributor author | Yeong‐Bin Yang | |
| contributor author | William McGuire | |
| date accessioned | 2017-05-08T20:51:59Z | |
| date available | 2017-05-08T20:51:59Z | |
| date copyright | April 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9445%281986%29112%3A4%28879%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29772 | |
| description abstract | A geometric stiffness matrix for a beam element has been derived in a related paper. The derived matrix implies quasitangential behavior of bending moments and semitangential behavior of torques. Use of this element matrix in a three‐dimensional, large displacement analysis can result in an apparent lack of joint equilibrium. Alternative definitions for moments are studied for the purpose of resolving this problem. It is verified that equilibrium of a rotated angle joint can be achieved if each joint moment is defined as a semitangential moment. | |
| publisher | American Society of Civil Engineers | |
| title | Joint Rotation and Geometric Nonlinear Analysis | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1986)112:4(879) | |
| tree | Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 004 | |
| contenttype | Fulltext | |
