Prediction of Shear Capacity of Flange-to-Flange Connectors of Double-Tee Beams Under Static and Cyclic Loading Conditions
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-022-00763-8.pdf
Reference23 articles.
1. PCI Industry Handbook Committee (2010) PCI Design Handbook: Precast and Prestressed Concrete, 7th edn. PCI, Chicago
2. Zhang D, Fleischman RB (2016) Establishment of performance-based seismic design factors for precast concrete floor diaphragms. Earthq Eng Struct D 45(5):675–698. https://doi.org/10.1002/eqe.2679
3. Dal Lago B, Bianchi S, Biondini F (2019) Diaphragm effectiveness of precast concrete structures with cladding panels under seismic action. B Earthq Eng 17(1):473–495. https://doi.org/10.1007/s10518-018-0452-3
4. Dal Lago B, Ferrara L (2018) Efficacy of roof-to-beam mechanical connections on the diaphragm behaviour of precast decks with spaced roof elements. Eng Struct 176:681–696. https://doi.org/10.1016/j.engstruct.2018.09.027
5. Shaikh AF, Feile EP (2004) Load testing of a precast concrete double-tee flange connector. PCI J 49(3): 84–94. https://doi.org/10.15554/pcij.05012004.84.94
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