Influence of shear connector type and degree on semi-rigid joints of composite cold-formed steel beam-to-column connections
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s41024-024-00457-9.pdf
Reference22 articles.
1. Salah MS, Muteb HH, Hamad MA (2023) The structural behavior of composite cold-formed steel beam-to-column joints with different connection shapes. J Building Pathol Rehabilitation 8(1):50. https://doi.org/10.1007/s41024-023-00304-3
2. Yu WK, Chung KF, Wong MF (2005) Analysis of bolted moment connections in cold-formed steel beam–column sub-frames. J Constr Steel Res 61(9):1332–1352. https://doi.org/10.1016/j.jcsr.2005.03.001
3. Li JT, Li GQ, Lou GB, Chen LZ (2012) Experimental investigation on flush end-plate bolted composite connection in fire. J Constr Steel Res 76:121–132. https://doi.org/10.1016/j.jcsr.2012.03.022
4. Song TY, Tao Z, Razzazzadeh A, Han LH, Zhou K (2017) Fire performance of blind bolted composite beam to column joints. J Constr Steel Res 132:29–42. https://doi.org/10.1016/j.jcsr.2017.01.011
5. Hamad MA, Muteb HH (2023) Influence of loading direction on X-HVB shear connectors in partially composite steel–concrete beams exposed to fire. Innovative Infrastructure Solutions 8(9):234. https://doi.org/10.1007/s41062-023-01206-6
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