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- W2013705320 abstract "In this paper, experimental results of the structural fire behaviour of four large-scale steel frame test assemblies are presented. Test assemblies were made of HSS beams and columns connected together using an innovative extended end-plate moment connection configuration. Two different parameters were investigated, the connection end plate thickness and the degree of beam axial restraint. The fire performance of this beam-to-column configuration was compared to the behaviour of a commonly-used connection configuration with similar parameters and fire testing conditions. The newly-developed connection configuration behaved in a more flexible manner at elevated temperature than the regular configuration. In addition to improved constructability and pleasant appearance, the new connection configuration exhibits greater moment-carrying capacity and enhanced fire resistance characteristics." @default.
- W2013705320 created "2016-06-24" @default.
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- W2013705320 date "2014-11-18" @default.
- W2013705320 modified "2023-09-27" @default.
- W2013705320 title "Structural Fire Performance of Innovative Moment-Resisting Connection Joining Steel Beams to HSS Columns" @default.
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- W2013705320 doi "https://doi.org/10.1260/2040-2317.5.4.331" @default.
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