Plasticity-based design and static performance of UT-type joint for construction error adaptation

Abstract To solve the problem of insufficient development of prefabricated rectangular hollow section (RHS) beam-column joints, a new type of prefabricated joint (UT-type joint) is proposed in this paper. The problem of construction error is effectively solved using a unique structural design, and t...

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Bibliographic Details
Main Authors: Sun Menghan, He Luyao, Jiang Xin, Yang Zailin, Yang Miaomiao
Format: Article
Language:English
Published: Nature Portfolio 2025-07-01
Series:Scientific Reports
Subjects:
Online Access:https://doi.org/10.1038/s41598-025-09407-y
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