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Splice jointing behaviour in glulam portal frames
01 / From the publisher
Abstract
Abstract The need for effective structural connections in glued laminated timber portal frames is discussed and the design of a flitch plate form of joint is outlined. Tests on the connection are described and its performance under flexure and shear is assessed. The influence of glueline thickness on joint performance is examined.
02 / Cite this paper
Reference
R. Royles; E.J. Mullen. (1998). Splice jointing behaviour in glulam portal frames. Strain. https://doi.org/10.1111/j.1475-1305.1998.tb01071.x
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