Effect of Circumferential Gap on Dynamic Performance of CFST Arch Bridges

Abstract Until recently, ordinary concrete has been used to construct concrete-filled steel tube (CFST) arch bridges in China, which has resulted in the formation of circumferential gaps around steel–concrete interfaces. Furthermore, it has been found that harsh environments enlarge gaps, resulting...

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Veröffentlicht in:Journal of bridge engineering 2021-02, Vol.26 (2)
Hauptverfasser: Guo, Chao, Lu, Zhengran
Format: Artikel
Sprache:eng
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