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Temperature Field and Gradient Effects for Concrete-Filled Steel Tubular Truss Arch Bridges Under Construction

Long-span concrete-filled steel tubular truss arch bridges are extremely sensitive to thermal effects during cantilever construction, with non-uniform temperature distributions arising from mutual shading between members. The current standard JTG/T D65-06—2015 employs a simple gradient model that st...

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Principais autores: Shijie Song, Ji Qian, Linqiang Zhou
Format: Artigo
Sprog:Inglês
Udgivet: MDPI AG 2026-03-01
Serier:Buildings
Fag:
concrete-filled steel tubular truss arch bridge
construction phase
temperature gradient
shadow effect
elevation control
Online adgang:https://www.mdpi.com/2075-5309/16/5/969
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