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- W2149003315 abstract "Abstract We present a new and alternative proposition for the traditional Asian timber column-and-beam connection, using the Kusabi–Nageshi (K–N) joint system. The mechanical behaviour is complex and relies on the embedment strength of the timber, pre-stress, friction, and elastic energy storage. Using a systematic comparative analysis, the advantages of the K–N joint over more traditional joints can be made clear. The comparison of the hysteresis from cyclic loaded cross-joint tests with varied pre-stress clarifies the enhanced mechanical behaviour of the K–N joint system." @default.
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- W2149003315 date "2009-11-01" @default.
- W2149003315 modified "2023-09-25" @default.
- W2149003315 title "The structural behaviour of a pre-stressed column–beam connection as an alternative to the traditional timber joint system" @default.
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- W2149003315 doi "https://doi.org/10.1016/j.engstruct.2009.05.003" @default.
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