An innovative connection proposal for the precast prestressed column-foundation connection
Author:
Funder
Türkiye Bilimsel ve Teknolojik Araştırma Kurumu
Publisher
Springer Science and Business Media LLC
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1617/s11527-023-02218-5.pdf
Reference68 articles.
1. Song LL, Guo T, Gu Y, Cao ZL (2015) Experimental study of a self-centering prestressed concrete frame subassembly. Eng Struct 88:176–188. https://doi.org/10.1016/j.engstruct.2015.01.040
2. Cai X, Pan Z, Zhu Y, Gong N, Wang Y (2021) Experimental and numerical investigations of self-centering post-tensioned precast beam-to-column connections with steel top and seat angles. Eng Struct 226:111397. https://doi.org/10.1016/j.engstruct.2020.111397
3. Cai X, Gong N, Fu CC, Zhu Y, Wu J (2021) Seismic behavior of self-centering prestressed precast concrete frame subassembly using steel top and seat angles. Eng Struct. https://doi.org/10.1016/j.engstruct.2020.111646
4. Cavalieri F, Bellotti D, Nascimbene R (2023) Seismic vulnerability of existing precast buildings with frictional beam-to-column connections, including treatment of epistemic uncertainty. Bull Earthq Eng 21:1117–1138. https://doi.org/10.1007/s10518-022-01574-x
5. Brunesi E, Peloso S, Pinho R, Nascimbene R (2019) Shake-table testing of a full-scale two-story precast wall-slab-wall structure. Earthq Spectra 35:1583–1609. https://doi.org/10.1193/072518EQS184M
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