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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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Nature Portfolio
2025-07-01
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| Series: | Scientific Reports |
| Subjects: | |
| Online Access: | https://doi.org/10.1038/s41598-025-09407-y |
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