| contributor author | Xiao-Ling Zhao | |
| contributor author | Gregory J. Hancock | |
| date accessioned | 2017-05-08T20:55:47Z | |
| date available | 2017-05-08T20:55:47Z | |
| date copyright | November 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9445%281995%29121%3A11%281674%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32130 | |
| description abstract | This paper describes welded-connection tests that were performed on rectangular hollow sections (RHS). The thickness of the RHS sections varied from 1.6 to 3.0 mm. Both butt welds and transverse fillet welds were tested where the tension load was perpendicular to the direction of the weld. The test results are compared with existing American, Australian, Canadian, and European design formulas, and proposed design formulas are given. The reliability analysis method is used to calibrate the existing and proposed design formulas. | |
| publisher | American Society of Civil Engineers | |
| title | Butt Welds and Transverse Fillet Welds in Thin Cold-Formed RHS Members | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1995)121:11(1674) | |
| tree | Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 011 | |
| contenttype | Fulltext | |
