| contributor author | R. A. Behr | |
| contributor author | E. J. Grotton | |
| contributor author | C. A. Dwinal | |
| date accessioned | 2017-05-08T20:53:35Z | |
| date available | 2017-05-08T20:53:35Z | |
| date copyright | November 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9445%281990%29116%3A11%283242%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30750 | |
| description abstract | A reliable and reasonably accurate approximate method of structural analysis for symmetric rectangular frames under symmetric vertical loadings is developed. For a fully loaded structure, the following set of assumptions gives acceptable results: (1) Girder inflection points exist at approximately 0.1 | |
| publisher | American Society of Civil Engineers | |
| title | Revised Method of Approximate Structural Analysis | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1990)116:11(3242) | |
| tree | Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 011 | |
| contenttype | Fulltext | |
