Development and experimental seismic study of bearing-two-level yielding energy dissipation beam-column-slab joints for precast concrete frames
Author:
Funder
National Natural Science Foundation of China
Natural Science Foundation of Hebei Province
Publisher
Elsevier BV
Reference40 articles.
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3. Experimental investigation on the seismic performance of a novel damage-control replaceable RC beam-to-column joint;Bai;Eng. Struct.,2022
4. Seismic behavior of a replaceable artificial controllable plastic hinge for precast concrete beam-column joint;Huang;Eng. Struct.,2021
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Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Experimental investigation on seismic behavior of innovative buckling-restrained braced PC frames with energy dissipated connectors;Engineering Structures;2024-09
2. Research on seismic performance of replaceable prefabricated RC beam-column joints;Structures;2024-07
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