| contributor author | Zhao He-qing | |
| contributor author | Xu Liang | |
| contributor author | Yang Hui-lin | |
| contributor author | Liu Shi-zhong | |
| date accessioned | 2017-05-08T22:04:52Z | |
| date available | 2017-05-08T22:04:52Z | |
| date copyright | July 2007 | |
| date issued | 2007 | |
| identifier other | jhtrcq%2E0000170.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/70723 | |
| description abstract | With the application of the concrete-filled-steel tube (CFST) in civil engineering, which is a composition material, the overcrossing ability of arch bridge get advanced development. For long-span and small width-span ratio arch bridge, the unstability collapse is one of structure damage forms. This kind of damage happens abruptly without obvious premonitory symptom. Transverse stability of a deck-type CFST arch bridge in Gansu Province, with main span of 180 meters, width-span ratio of | |
| publisher | American Society of Civil Engineers | |
| title | Stability Analysis of Long-span Deck-type CFST Arch Bridge | |
| 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.0000170 | |
| tree | Journal of Highway and Transportation Research and Development (English Edition):;2007:;Volume ( 002 ):;issue: 001 | |
| contenttype | Fulltext | |