| contributor author | Canh N. Dang | |
| contributor author | Royce W. Floyd | |
| contributor author | Gary S. Prinz | |
| contributor author | W. Micah Hale | |
| date accessioned | 2017-05-08T22:32:03Z | |
| date available | 2017-05-08T22:32:03Z | |
| date copyright | May 2016 | |
| date issued | 2016 | |
| identifier other | 48707113.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/82159 | |
| description abstract | Transfer length is a significant parameter in the design of pretensioned concrete members. The estimation of transfer length is typically achieved by measuring concrete strain or strand slip at the member ends. The end slip method is simple and requires little effort, but relies on an empirical formula with an undetermined coefficient ( | |
| publisher | American Society of Civil Engineers | |
| title | Determination of Bond Stress Distribution Coefficient by Maximum Likelihood Method | |
| type | Journal Paper | |
| journal volume | 142 | |
| journal issue | 5 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0001460 | |
| tree | Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 005 | |
| contenttype | Fulltext | |
