| contributor author | Robert Levy | |
| contributor author | Frantz Joseph | |
| contributor author | W. R. Spillers | |
| date accessioned | 2017-05-08T20:56:42Z | |
| date available | 2017-05-08T20:56:42Z | |
| date copyright | April 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9445%281997%29123%3A4%28527%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32724 | |
| description abstract | In the most simple case of plastic collapse, it is said that a hinge forms in a member when the moment capacity is reached. In the more complex case of plastic collapse, when the effect of axial load on the moment capacity is considered, it is argued here that an “offset hinge” is formed since as you move along an interaction or limit surface, the incremental moment is proportional to the incremental axial load. In this note the stiffness of a plane, elastic, straight member with offset hinges at either or both ends is derived. An example of plastic collapse taken from the European literature is included. | |
| publisher | American Society of Civil Engineers | |
| title | Member Stiffness with Offset Hinges | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1997)123:4(527) | |
| tree | Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 004 | |
| contenttype | Fulltext | |