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- W1971537068 abstract "A yield line approach that uses straight yield lines only is developed to assess the strength of four ‘standard’ end-plated beam-to-column connections. The proposed procedure can be used to analyse the full range of moment connections, including wind moment connections. The strength of the connection can be predicted using relatively simple formulae. The strength predictions are found to agree well with available experimental results. A simple procedure is suggested for designing such connections to provide both adequate strength and adequate ductility. It is used to analyse some standard connection designs contained in a publication by the Steel Construction Institute (the Green Book). The designs in the Green Book appear to be very conservative. Applying the procedure proposed herein to these designs leads to a significant reduction in the end plate thickness though it may require the bolt size to be increased in some cases." @default.
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- W1971537068 date "2005-06-01" @default.
- W1971537068 modified "2023-09-24" @default.
- W1971537068 title "The strength of steel end-plated connections" @default.
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- W1971537068 doi "https://doi.org/10.1680/stbu.2005.158.3.175" @default.
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