| contributor author | Kim J. R. Rasmussen | |
| contributor author | Jacques Rondal | |
| date accessioned | 2017-05-08T20:56:46Z | |
| date available | 2017-05-08T20:56:46Z | |
| date copyright | July 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9445%281997%29123%3A7%28857%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32772 | |
| description abstract | The paper describes a design procedure for stainless-steel columns failing by flexural buckling. In the approach, the stress-strain curve is assumed to be expressed as a Ramberg-Osgood curve, defined in terms of the initial modulus ( | |
| publisher | American Society of Civil Engineers | |
| title | Explicit Approach to Design of Stainless Steel Columns | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1997)123:7(857) | |
| tree | Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 007 | |
| contenttype | Fulltext | |
