Study on dynamic responses and impact factors of long span deck type CFST arch bridge under vehicle loads

Abstract The long span deck type concrete filled steel tube (CFST) arch bridge encounters considerable safety risks under intricate traffic loads because to its extensive span, elevated columns, and pronounced dynamic sensitivity.This study utilizes the Wujiang Bridge, the world’s longest span at 50...

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Номзүйн дэлгэрэнгүй

Үндсэн зохиолчид:	Yong Zeng, Nianchuan Yin, Yujie Tan, Shihao Qi, Hongmei Tan
Формат:	Artigo
Хэл сонгох:	Inglês
Хэвлэсэн:	Nature Portfolio 2025-05-01
Цуврал:	Scientific Reports
Нөхцлүүд:	Deck type CFST Arch bridge Impact coefficient Transverse stiffness Dynamic response
Онлайн хандалт:	https://doi.org/10.1038/s41598-025-99530-7
Шошгууд:	Шошго нэмэх Шошго байхгүй, Энэхүү баримтыг шошголох эхний хүн болох!