Seismic Performance of RC Circular Columns Strengthened with Self-compacting Concrete-Filled Steel Tubes
Author:
Funder
Natural Science Foundation of Sichuan Province
the Science and Technology Research Projects of Mianyang
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s13296-023-00757-9.pdf
Reference37 articles.
1. Abdalla, S., Abed, F., & AlHamaydeh, M. (2013). Behavior of CFSTs and CCFSTs under quasi-static axial compression. Journal of Constructional Steel Research, 90, 235–244. https://doi.org/10.1016/j.jcsr.2013.08.007
2. Abed, F., AlHamaydeh, M., & Abdalla, S. (2013). Experimental and numerical investigations of the compressive behavior of concrete filled steel tubes (CFSTs). Journal of Constructional Steel Research, 80, 429–439. https://doi.org/10.1016/j.jcsr.2012.10.005
3. Foraboschi, P. (2013). Layered plate with discontinuous connection: Exact mathematical model. Composites Part B: Engineering, 47, 365–378. https://doi.org/10.1016/j.compositesb.2012.11.004
4. Foraboschi, P. (2020). Predictive formulation for the ultimate combinations of axial force and bending moment attainable by steel members. International Journal of Steel Structures, 20, 705–724. https://doi.org/10.1007/s13296-020-00316-6
5. G.B. 50011-2010 (2010) Code for design of concrete structures. China Architecture Building Press, Beijing.
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