| contributor author | Q. Zhao | |
| contributor author | B. Yu | |
| contributor author | E. G. Burdette | |
| contributor author | J. S. Hastings | |
| date accessioned | 2017-05-08T21:37:13Z | |
| date available | 2017-05-08T21:37:13Z | |
| date copyright | December 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%29cf%2E1943-5509%2E0000051.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57637 | |
| description abstract | The collapse of the State Route 69 Bridge over the Tennessee River near Clifton, Tennessee, is an example of how instability and lateral torsional buckling failure of a single steel bridge girder during erection might cause collapse of the whole steel superstructure. Close attention should be given to the stability of steel plate girders during erection when the lateral support provided to the compression flange might temporarily not be present. Rules of thumb in use today have been adopted by contractors/subcontractors to check the stability of cantilever or simply supported girders under erection using the | |
| publisher | American Society of Civil Engineers | |
| title | Monitoring Steel Girder Stability for Safer Bridge Erection | |
| type | Journal Paper | |
| journal volume | 23 | |
| journal issue | 6 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0000048 | |
| tree | Journal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 006 | |
| contenttype | Fulltext | |
