New reinforcements combining a steel plate and screws to enhance beam-column contact surfaces for prestressed timber joints
Author:
Affiliation:
1. Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, People’s Republic of China
Funder
Carbon Emission Peak and Carbon Neutrality Innovative Science Foundation of Jiangsu Province
National Natural Science Foundation of China
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/17480272.2024.2332769
Reference31 articles.
1. American Society for Testing and Materials 2011. ASTM E2126-11 Standard test methods for cyclic (reversed) load test for shear resistance of vertical elements of the lateral force resisting systems for buildings United States.
2. Armstrong, T.W.N., 2015 Design of connections for post tensioned rocking timber frames. Canterbury: University of Canterbury.
3. Experimental investigation of tri-axial self-centering reinforced concrete frame structures through shaking table tests
4. Deutsches Institut für Bautechnik 2013. European Technical Approval ETA-11/0190 Germany.
5. Self-Centering Behavior of Unbonded, Post-Tensioned Precast Concrete Shear Walls
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