Código QR (código de barras bidimensional)

Rib Alignment Control of Long-Span Arch Bridge in Cable-Stayed Buckle by Multi-Objective Optimization

The construction duration of long-span arch bridges is excessively prolonged due to insufficient closing precision and the non-convergence of traditional cable adjustment calculation methods. This study investigates cable force management in long-span concrete-filled steel tubular (CFST) arch bridge...

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Principais autores: Mengsheng Yu, Xinyu Yao, Longlin Wang, Tianzhi Hao, Nianchun Deng
Formato: Artigo
Idioma:Inglês
Publicado em: MDPI AG 2024-10-01
coleção:Buildings
Assuntos:
long-span CFST arch bridge
influence matrix
constrained minimization
construction monitoring
Acesso em linha:https://www.mdpi.com/2075-5309/14/10/3281
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