Finite-Element Analysis of Temperature Field and Effect on Steel-Concrete Composite Pylon of Cable-Stayed Bridge without Backstays

The backless cable-stayed bridge has the advantages of beautiful shape and reasonable force, but due to the low overall stiffness of the bridge pylon during cantilever construction, it is susceptible to the effect of solar temperature. To reveal the temperature deformation laws and achieve accurate...

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Bibliografische Detailangaben

Hauptverfasser:	Boxu Gong, Lianjun Feng, Jiang Liu, Shiming Liu, Zhuang Wang, Yongjian Liu
Format:	Artigo
Sprache:	Inglês
Veröffentlicht:	MDPI AG 2024-06-01
Schriftenreihe:	Buildings
Schlagworte:	bridge engineering cable-stayed bridge without backstays steel-concrete composite pylon bridge pylon cantilever construction stage thermal effect refined simulation
Online-Zugang:	https://www.mdpi.com/2075-5309/14/6/1731
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