| contributor author | B. A. Izzuddin | |
| contributor author | A. S. Elnashai | |
| date accessioned | 2017-05-08T22:36:55Z | |
| date available | 2017-05-08T22:36:55Z | |
| date copyright | March 1993 | |
| date issued | 1993 | |
| identifier other | %28asce%290733-9399%281993%29119%3A3%28549%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/83870 | |
| description abstract | In this paper, a new general procedure is presented for modeling the effects of large displacements on the response of space frames subjected to conservative loading. An incremental definition of rotations is adopted based on an improved rotational transformation matrix, and a convected (Eulerian) system is employed for establishing the contribution of individual elements to the strain energy ( | |
| publisher | American Society of Civil Engineers | |
| title | Eulerian Formulation for Large‐Displacement Analysis of Space Frames | |
| type | Journal Paper | |
| journal volume | 119 | |
| journal issue | 3 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1993)119:3(549) | |
| tree | Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 003 | |
| contenttype | Fulltext | |
