| contributor author | Demao Yang | |
| contributor author | Gregory J. Hancock | |
| date accessioned | 2017-05-08T20:59:47Z | |
| date available | 2017-05-08T20:59:47Z | |
| date copyright | April 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290733-9445%282006%29132%3A4%28541%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34769 | |
| description abstract | An experimental research project was conducted to evaluate the compression stability of high strength steel sections. Two buckling modes “local and overall buckling” and the interaction between them were investigated. To further study the structural behavior of the columns thoroughly, finite element analyses were performed using | |
| publisher | American Society of Civil Engineers | |
| title | Numerical Simulation of High-Strength Steel Box-Shaped Columns Failing in Local and Overall Buckling Modes | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2006)132:4(541) | |
| tree | Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 004 | |
| contenttype | Fulltext | |
