Research on Optimal Arch Rib Inclination of Large Span Highway CFST through Arch Bridge

To investigate the reasonable range of the inclination angle of arch ribs, a spatial finite element method was employed based on a concrete-filled steel tube (CFST) basket-handle through an arch bridge with a span of 360 m. A spatial finite element model was established using Midas/Civil software, w...

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Bibliografische gegevens

Hoofdauteurs:	Zengwu Liu, Yuexing Wu, Chengwei Wang, Yonghui Fan, Chao Luo, Shaorui Wang
Formaat:	Artigo
Taal:	Inglês
Gepubliceerd in:	MDPI AG 2023-05-01
Reeks:	Buildings
Onderwerpen:	steel tube concrete truss arch highway basket-handle arch bridge arch rib inclination angle finite element method lateral stability
Online toegang:	https://www.mdpi.com/2075-5309/13/6/1415
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