| contributor author | John J. | |
| contributor author | Myers | |
| contributor author | Kurt E. | |
| contributor author | Bloch | |
| date accessioned | 2017-05-08T21:35:34Z | |
| date available | 2017-05-08T21:35:34Z | |
| date copyright | September 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29be%2E1943-5592%2E0000433.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/56980 | |
| description abstract | Two precast prestressed high-strength concrete and high-strength self-consolidating concrete pedestrian bridges were designed and erected in Rolla, Missouri, for an in situ investigative study to monitor time-dependent losses. Using the temperature and strain data monitored by the vibrating wire strain gauges within the beam cross sections, time-dependent losses were determined and compared between the bridges and various empirical expressions presented by AASHTO and the Precast/Prestresed Concrete Institute. | |
| publisher | American Society of Civil Engineers | |
| title | Comparison of Prestress Losses for Pedestrian Bridges Constructed with High-Strength Concrete and High-Strength Self-Consolidating Concrete | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 9 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)BE.1943-5592.0000431 | |
| tree | Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 009 | |
| contenttype | Fulltext | |