A Review on T-stub to Square Hollow Section Bolted Connections
Author:
Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-12011-4_39
Reference35 articles.
1. Saberi, V., Gerami, M., Kheyroddin, A.: Comparison of bolted end plate and T-stub connection sensitivity to component thickness. J. Constr. Steel Res. 98, 134–145 (2014). https://doi.org/10.1016/j.jcsr.2014.02.012
2. Latour, M., Rizzano, G.: Experimental behavior and mechanical modeling of dissipative T-stub connections. J. Struct. Eng. 138(2), 170–182 (2012). https://doi.org/10.1061/(asce)st.1943-541x.0000435
3. Brunesi, E., Nascimbene, R., Rassati, G.A.: Evaluation of the response of partially restrained bolted beam-to-column connection subjected to cyclic pseudo-static loads. In Structures Congress, pp. 2–4 (2013)
4. Lee, J., Goldsworthy, H.M., Gad, E.F.: Blind bolted T-stub connections to unfilled hollow section columns in low rise structures. J. Constr. Steel Res. 66(8–9), 981–992 (2010). https://doi.org/10.1016/j.jcsr.2010.03.016
5. Ozkılıc, Y.O.: The capacities of unstiffened T-stubs with thin plates and large bolts. J. Constr. Steel Res. 186, 106908 (2021). https://doi.org/10.1016/j.jcsr.2021.106908
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