| contributor author | Jung‐June R. Cheng | |
| contributor author | Joseph A. Yura | |
| contributor author | C. Philip Johnson | |
| date accessioned | 2017-05-08T20:52:44Z | |
| date available | 2017-05-08T20:52:44Z | |
| date copyright | January 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9445%281988%29114%3A1%281%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30200 | |
| description abstract | The elastic lateral buckling capacity of coped steel beams with various coping details is examined by conducting a theoretical parametric study using the elastic finite element program BASP. Cope length, cope depth, and span length were found to have a significant influence on the lateral buckling capacity. In some instances the reduction due to coping can be more than 90% of the uncoped buckling capacity. Simple interaction equations, which utilize the individual lateral buckling capacities of the coped region and the uncoped length, are developed for design. | |
| publisher | American Society of Civil Engineers | |
| title | Lateral Buckling of Coped Steel Beams | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1988)114:1(1) | |
| tree | Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 001 | |
| contenttype | Fulltext | |
