| contributor author | Shi Ping Zhou | |
| contributor author | Wai Fah Chen | |
| date accessioned | 2017-05-08T20:51:30Z | |
| date available | 2017-05-08T20:51:30Z | |
| date copyright | December 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9445%281985%29111%3A12%282643%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29479 | |
| description abstract | Several design criteria for isolated, simply supported welded rectangular box‐column subjected to compression and combined with biaxial bending are examined. The load carrying capacity of the columns is presented in terms of nonlinear interaction equations. In the present development, four major subjects are considered: (1) Uniaxial bending of columns; (2) biaxial strength of short columns; (3) biaxial strength of long columns; and (4) the role of residual stress. | |
| publisher | American Society of Civil Engineers | |
| title | Design Criteria for Box Columns Under Biaxial Loading | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1985)111:12(2643) | |
| tree | Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 012 | |
| contenttype | Fulltext | |
