| contributor author | Colin A. Rogers | |
| contributor author | Gregory J. Hancock | |
| date accessioned | 2017-05-08T20:56:34Z | |
| date available | 2017-05-08T20:56:34Z | |
| date copyright | December 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9445%281997%29123%3A12%281586%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32628 | |
| description abstract | Cold formed structural members are fabricated from sheet steels which must meet various material requirements prescribed in applicable national design standards. These requirements ensure that (1) Stress concentrations can be redistributed; and (2) members and connections can undergo a minimum amount of displacement without a loss in structural performance. The 1996 Australian/New Zealand (AS/NZS 4600) and 1996 North American (CSA-S136 and AISI), Cold Formed Steel Design Standards allow for the use of thin ( | |
| publisher | American Society of Civil Engineers | |
| title | Ductility of G550 Sheet Steels in Tension | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1997)123:12(1586) | |
| tree | Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 012 | |
| contenttype | Fulltext | |
