Stability Analysis of Long-span Deck-type CFST Arch Bridge
Stability Analysis of Long-span Deck-type CFST Arch Bridge
- Neue Suche nach: Zhao, He-qing
- Neue Suche nach: Xu, Liang
- Neue Suche nach: Yang, Hui-lin
- Neue Suche nach: Liu, Shi-zhong
- Neue Suche nach: Zhao, He-qing
- Neue Suche nach: Xu, Liang
- Neue Suche nach: Yang, Hui-lin
- Neue Suche nach: Liu, Shi-zhong
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 is studied, by using three-dimensional finite element models of the bridge, and the transverse stability of the bridge during the process of construction and the statues of the completed bridge are analyzed respectively, taking into consideration of the influence of the spandrel arch, and deck elastic restraints.
Dokumentinformationen
Stability Analysis of Long-span Deck-type CFST Arch Bridge
2007-06-15
42007-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Ähnliche Titel
Stability Analysis for CFST Basket Handle Arch Bridge
| British Library Conference Proceedings | 2009
Optimization Analysis of Cable Tensions for Suspension Erection of Long-Span CFST Arch Bridge
| British Library Conference Proceedings | 2009
Stability Analysis for CFST Basket Handle Arch Bridge
| ASCE | 2009
| Europäisches Patentamt | 2023