| contributor author | S. T. Ariaratnam | |
| contributor author | L. Xu | |
| date accessioned | 2017-05-08T20:56:05Z | |
| date available | 2017-05-08T20:56:05Z | |
| date copyright | January 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%290733-9445%281996%29122%3A1%28110%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32321 | |
| description abstract | The behavior and modeling of connections, which form the essential bases of accounting for connection flexibility in the analysis and design of steel-frame structures, have been under investigation since the 1930s. This technical note presents a sufficient condition on the moment-rotation characteristic of the connection model that will ensure uniqueness in the analysis of steel frames when nonlinear semirigid connection behavior is taken into account. This sufficient condition should be useful in the development of various connection models. | |
| publisher | American Society of Civil Engineers | |
| title | Uniqueness in Analysis of Semirigid Frames | |
| type | Journal Paper | |
| journal volume | 122 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1996)122:1(110) | |
| tree | Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 001 | |
| contenttype | Fulltext | |
