![]() Test of CLT specimens by tension perpendicular to the grain.
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![]() Reinforcements of doweled moment joint LVL elements with screws for prevention brittle failure and increasing of bearing capacity.
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![]() Space frame timber structure with universal connector for creating curved surfaces.
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![]() Curved LVL beams
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![]() Prefabricated joints of CLT panels by using glued-in steel rods.
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![]() Prefabricated joints of CLT panels by using glued-in steel rods.
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![]() Reinforcement of old timber roof built in 1820
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![]() Investigation of new type of glued thin-webbed beam with curved plywood webs and without cross ribs, 2011-2013.
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![]() Renovation of glued laminated timber (GLT) electro- physical complex which stay in outdoor conditions with length 55m, width 6m and high 33m, 2012-2013.
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![]() Investigation of puzzle joints of plywood elements.
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![]() Analysis of mechanical and elastic properties of Laminated veneer lumber (LVL) and tests of glued-in steel rods.
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![]() Semi-rigid joint of LVL beam by using metal element and glued-in steel rods installed parallel to the grain direction.
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![]() Investigation of elastic properties of LVL (Ultralam type R) with unidirectional veneer orientation.
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![]() Glued-in steel rods and reinforcement of timber elements.
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![]() Beams with steel rods in the tensile zone by bending.
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![]() Testing of 12m glued laminated timber arch.
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![]() Connector for timber façade system.
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![]() Test of cross bonded planks by tension perpendicular to the grain.
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![]() LVL beams reinforcement on supports by screws.
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