Parametric Study on Blind Bolted Rectangular CFST to Steel Beam Connection Including Combined Stiffeners
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-62888-7_9
Reference19 articles.
1. Wang J, Spencer BF Jr (2013) Experimental and analytical behavior of blind bolted moment connections. J Constr Steel Res 82:33–47
2. Wang Z-B, Tao Z, Li D-S, Han L-H (2016) Cyclic behaviour of novel blind bolted joints with different stiffening elements. Thin-Walled Struct. 101:157–168
3. Tjahjanto H, MacRae GA, Abu A (2018) Bidirectional behaviour of unstiffened and stiffened direct-welded connections for square CFST columns. Key Eng Mater 763:794–803
4. Wang J, Wang H (2018) Cyclic experimental behavior of CFST column to steel beam frames with blind bolted connections. Int J Steel Struct 18:773–792
5. Ding F et al (2020) Influence of stiffeners on the performance of blind-bolt end-plate connections to CFST columns. Steel Compos Struct Int J 36:447–462
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