| contributor author | Angel C. Aparicio | |
| contributor author | Gonzalo Ramos | |
| contributor author | Juan R. Casas | |
| date accessioned | 2017-05-08T21:24:48Z | |
| date available | 2017-05-08T21:24:48Z | |
| date copyright | November 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%291084-0702%282000%295%3A4%28337%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50512 | |
| description abstract | This paper presents an externally prestressed high strength concrete viaduct designed and erected in Spain. This viaduct, a three-span (41 + 50 + 41 m) continuous beam, has been designed and built with a 60-MPa strength concrete and a fully external replaceable prestressing. The paper describes the bridge, the erection procedure, the ultimate analysis performed with a nonlinear finite-element numerical model, and the thermal stresses measured and calculated at the anchorage diaphragms due to the hydration heat of the concrete. The results of the static tests carried out on the bridge also are commented upon. | |
| publisher | American Society of Civil Engineers | |
| title | Externally Prestressed High Strength Concrete Viaduct | |
| type | Journal Paper | |
| journal volume | 5 | |
| journal issue | 4 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2000)5:4(337) | |
| tree | Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 004 | |
| contenttype | Fulltext | |