Abstract
Recent renewal of traditional green oak framing in the UK has led to timber pegged mortice and
tenon connections being used where no vernacular tradition exists. Contemporary design, in
conjunction with higher specifications required for modern buildings, has meant that proof loading
or even destructive testing can be required because of the current lack of engineering guidelines for
traditional connections. In this paper initial findings are presented from a series of 15 tests
investigating the stiffness and ultimate strength, under tension, bending and shear, of traditional
pegged mortice and tenon connections in green oak.
Original language | English |
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Publication status | Published - 2004 |
Event | 8th World Conference on Timber Engineering - Lahti, Finland Duration: 1 Jan 2004 → … |
Conference
Conference | 8th World Conference on Timber Engineering |
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Country/Territory | Finland |
City | Lahti |
Period | 1/01/04 → … |