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Internal Force Optimization in Completed Stage and Construction Alignment Control of Super Long-Span Extradosed Cable-Stayed Bridge

This paper is based on a super long-span extradosed cable-stayed bridge with a main span of 400 m. In view of the technical challenges of high negative bending moment at the quarter point of the bridge and large deformation during the cantilever assembly process in the non-cable area, a systematic s...

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Autor principal: BA Wenpeng
Format: Artigo
Idioma:Chinês
Publicat: Editorial Office of Journal of China & Foreign Highway 2025-06-01
Col·lecció:Zhongwai Gonglu
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Accés en línia:https://zwgl.csust.edu.cn/zwgl/article/html/202503022?st=article_issue
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