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    Stability Analysis of Long-span Deck-type CFST Arch Bridge

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    Date
    2007
    Author
    Zhao He-qing
    Xu Liang
    Yang Hui-lin
    Liu Shi-zhong
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    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
    URI
    http://yetl.yabesh.ir/yetl/handle/yetl/70723
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    • Journal of Highway and Transportation Research and Development (English Edition)

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