| contributor author | Thomas H. Miller | |
| contributor author | Teoman Pekoz | |
| date accessioned | 2017-05-08T20:55:24Z | |
| date available | 2017-05-08T20:55:24Z | |
| date copyright | February 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9445%281994%29120%3A2%28410%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31894 | |
| description abstract | Local buckling behavior of cold‐formed steel wall studs with rectangular web perforations is investigated experimentally and analytically. Stub column tests on short sections not subject to overall buckling are examined. The unified effective width approach to local buckling presented in the 1986 | |
| publisher | American Society of Civil Engineers | |
| title | Unstiffened Strip Approach for Perforated Wall Studs | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1994)120:2(410) | |
| tree | Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 002 | |
| contenttype | Fulltext | |
