Prequalifying Criteria for Hollow Structural Steel [HSS] Truss Connections
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-9394-7_35
Reference7 articles.
1. Dawe JL et al (2006) Experimental Study of Offset HSS Connections. J Struct Eng 132(5):717–725. https://doi.org/10.1061/(asce)0733-9445(2006)132:5(717)
2. Packer BJA (1995) Connections. J Struct Eng 121(3):458–467 [ASCE]
3. Packer J, Davies G (1982) Ultimate strength of overlapped joints in rectangular hollow section trusses. Proc Inst Civil Eng 73(2):329–350. https://doi.org/10.1680/iicep.1982.1704
4. Ran Feng BY (2011) Design of cold-formed stainless steel tubular T- and X-joints. J Constr Steel Res 67:421–436
5. Sun M et al (2021) Chord-end RHS-to-RHS and CHS-to-CHS X-connections with rigid cap plates: stress concentration factors. J Constr Steel Res 179:106567. https://doi.org/10.1016/j.jcsr.2021.106567
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