| contributor author | Jiang You-bao | |
| contributor author | Feng Jian | |
| contributor author | Meng Shao-ping | |
| date accessioned | 2017-05-08T22:04:52Z | |
| date available | 2017-05-08T22:04:52Z | |
| date copyright | July 2007 | |
| date issued | 2007 | |
| identifier other | jhtrcq%2E0000169.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/70722 | |
| description abstract | Pin-connected joints are characteristic of contacted bearing loads. With no consideration of the contact, the disadvantage for pin-connected joints to bear loads will be overestimated. Based on the Winkler elastic foundation model, a new simplified model is proposed and a formula is derived to calculate the moment in the middle of span. It shows that the moment in the middle of span calculated according to the code JTJ025-86 should be reduced by coefficient | |
| publisher | American Society of Civil Engineers | |
| title | Discussion of Pin-connected Joints Design Considering Contact | |
| type | Journal Paper | |
| journal volume | 2 | |
| journal issue | 1 | |
| journal title | Journal of Highway and Transportation Research and Development (English Edition) | |
| identifier doi | 10.1061/JHTRCQ.0000169 | |
| tree | Journal of Highway and Transportation Research and Development (English Edition):;2007:;Volume ( 002 ):;issue: 001 | |
| contenttype | Fulltext | |
