과제정보
연구 과제 주관 기관 : National Natural Science Foundations of China, Natural Science Foundation of Tianjin City
참고문헌
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- Nie, J.G., Qin, K. and Cai, C.S. (2008b), "Seismic behavior of connections composed of CFSSTCs and steel-concrete composite beams-experimental study", J. Constr. Steel Res., 64(10), 1178-1191. https://doi.org/10.1016/j.jcsr.2007.12.004
- Nie, J.G., Qin, K. and Cai, C.S. (2009), "Seismic behavior of composite connections-flexural capacity analysis". J. Constr. Steel Res., 65(5), 1112-1120. https://doi.org/10.1016/j.jcsr.2008.12.003
- Qin, Y., Chen Z. and Wang, X. (2014), "Elastoplastic behavior of through-diaphragm connections to concrete-filled rectangular steel tubular columns", J. Constr. Steel Res., 93(2), 88-96. https://doi.org/10.1016/j.jcsr.2013.10.011
- Sasaki, S., Teraoka, M., Morita, K. and Fujiwara, T. (1995), "Structural behavior of concrete-filled square tubular column with partial-penetration weld corner seam to steel H-beam connections", Proceedings of the 4th Pacific Structural Steel Conference, Pergamon, UK, pp. 33-40.
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피인용 문헌
- Flexural Capacity Formula of Diaphragm-Through Joints of Concrete-Filled Square Steel Tubular Columns vol.23, pp.3, 2017, https://doi.org/10.1007/s12209-017-0035-4
- Shear behaviour of panel zone in through-diaphragm connections to steel tubular columns vol.122, 2018, https://doi.org/10.1016/j.tws.2017.10.029
- Studies on performance and failure mode of T-shaped diaphragm-through connection under monotonic and cyclic loading vol.13, pp.1, 2018, https://doi.org/10.2140/jomms.2018.13.1
- Experimental seismic behaviour of L-CFST column to H-beam connections vol.26, pp.6, 2018, https://doi.org/10.12989/scs.2018.26.6.793
- Parametric Analysis on the Circular CFST Column and RBS Steel Beam Joints vol.12, pp.9, 2016, https://doi.org/10.3390/ma12091535
- Computational Model of the Elastic Stiffness of Panel Zone in Diaphragm-Through Connections vol.19, pp.5, 2016, https://doi.org/10.1007/s13296-019-00237-z
- Shear resistance of through-diaphragm connections between concrete-filled steel tubular column and H-shaped steel beam with tension field model vol.22, pp.13, 2016, https://doi.org/10.1177/1369433219852054
- Tensile Capacity of Concrete-filled Square Tubular Columns Connection with External Stiffening Ring vol.23, pp.10, 2016, https://doi.org/10.1007/s12205-019-1736-0
- Study on the performance of concrete-filled steel tube beam-column joints of new types vol.26, pp.6, 2020, https://doi.org/10.12989/cac.2020.26.6.547
- Mechanical properties of π-shaped joints of flat concrete-filled steel tubular column vol.187, pp.None, 2016, https://doi.org/10.1016/j.jcsr.2021.106916
- Experimental and numerical research on hysteretic behavior of CFST frame with diaphragm-through connections vol.45, pp.None, 2016, https://doi.org/10.1016/j.jobe.2021.103529