Behaviour of plug-and-play joints between RHS columns and CFS trusses

Author:

Tankova Trayana,Craveiro Hélder,Silva Luís Carlos,Ribeiro Fernando F.,Simões Rui,Martins Claúdio,Costa Ricardo,Simões da Silva Luís

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference20 articles.

1. Yeomans, N.F. 1998. Rectangular hollow section column connections using the Lindapter HolloBolt. In: Choo, Y.S., van der Vegte, G.J. (eds.), Tubular Structures VIII, Proceedings of the 8th international symposium on tubular structures, Singapore, 1998. Rotterdam: Balkema, 559-566.

2. The practice of blind bolting connections to structural hollow sections: A review;Barnett;Steel Compos Struct,2001

3. Oktavianus, Y., Goldsworthy, H. & Gad, E. 2018. A blind bolted moment connection with an RBRF for composite moment resisting frames. 13th International Conference on Steel, Space and Composite Structures 31 January - 2 February 2018, Perth, Australia.

4. A component model for column face in bending of extended Hollobolt connections;Mahmood;J Constr Steel Res,2021

5. 3D numerical models of steel joints with hollo-bolts – a comparison with experimental results;Mesquita,2021

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