Behaviour of timber connections using gl
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Mehrab Madhoushi; Martin P. Ansell
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Article
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2008
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Elsevier Science
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English
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The fatigue strength of beam to column connections based on glued-in GFRP rods were studied under fatigue load and under simulated earthquake loading conditions. Two types of jointed structure were investigated, firstly an L-shaped moment-resisting laminated veneer lumber (LVL) structure containing