Study on Structural Parameter Sensitivity and the Force Transmission Mechanism of Steel–Concrete Joints in Hybrid Beam Bridges

In this study, a refined model of the Shanghai Damaogang Bridge’s (hybrid beam type) box deck joints is established. The correctness of the model is verified by construction monitoring. For the front and back bearing plates, the force performance of the joint members under the most unfavorable loads...

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Bibliographic Details
Main Authors: Lijun Jia, Shanshan Yuan, Jiawei Li, Tingying Wu, Gangyi Zhan, Huiteng Pei
Format: Article
Language:English
Published: MDPI AG 2024-03-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/14/3/708