| contributor author | W. Shen | |
| contributor author | Y. S. Choo | |
| contributor author | J. Wardenier | |
| contributor author | J. A. Packer | |
| contributor author | G. J. van der Vegte | |
| date accessioned | 2017-05-08T22:00:37Z | |
| date available | 2017-05-08T22:00:37Z | |
| date copyright | January 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000833.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68724 | |
| description abstract | Experimental tests and subsequent finite-element (FE) calibration studies were conducted to study the static strength of axially loaded X joints between elliptical hollow sections (EHS) with braces welded to the wide sides of the chord. Good agreement between the experimental and numerical results was achieved. The behavior of the EHS joints was found to be similar to that of rectangular hollow section (RHS) joints. For the EHS X joints with a brace-to-chord diameter ratio ( | |
| publisher | American Society of Civil Engineers | |
| title | Static Strength of Axially Loaded Elliptical Hollow Section X Joints with Braces Welded to Wide Sides of Chord. I: Numerical Investigations Based on Experimental Tests | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000791 | |
| tree | Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 001 | |
| contenttype | Fulltext | |
