| contributor author | Siu Lai Chan | |
| contributor author | Zhi Hua Zhou | |
| date accessioned | 2017-05-08T22:06:01Z | |
| date available | 2017-05-08T22:06:01Z | |
| date copyright | June 1995 | |
| date issued | 1995 | |
| identifier other | 26197982.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71330 | |
| description abstract | In practical stability design and analysis of steel members and structures, one must allow for member imperfection. Various national design codes impose different values of initial imperfection for member-strength determination, such as 0.001 of the member length in the 1986 | |
| publisher | American Society of Civil Engineers | |
| title | Second-Order Elastic Analysis of Frames Using Single Imperfect Element per Member | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1995)121:6(939) | |
| tree | Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 006 | |
| contenttype | Fulltext | |
