| dc.contributor.author | John S. Hastings | |
| dc.contributor.author | Qiuhong Zhao | |
| dc.contributor.author | Edwin G. Burdette | |
| dc.date.accessioned | 2017-05-08T21:34:52Z | |
| dc.date.available | 2017-05-08T21:34:52Z | |
| dc.date.copyright | November 2010 | |
| dc.date.issued | 2010 | |
| dc.identifier.other | %28asce%29be%2E1943-5592%2E0000105.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/56629 | |
| dc.description.abstract | The erection of steel plate girders during the construction process of a steel bridge is a complex operation, which is often left to the contractor and/or the subcontractor to plan and execute. Rules of thumb have been developed through experience to check the lateral torsional buckling of the steel girder during erection using the maximum | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Steel Girder Stability during Bridge Erection: AASHTO LRFD Check on
L/b
Ratios | |
| dc.type | Journal Paper | |
| dc.journal.volume | 15 | |
| dc.journal.issue | 6 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)BE.1943-5592.0000102 | |
| dc.tree | Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 006 | |
| dc.contenttype | Fulltext | |
