20.500.12556/DKUM-27873 Reinforced prefabricated timber shear walls The paper presents results of shear-bending experiments performed on panel shear walls used as load-carrying capacity walls in the construction of prefabricated timber structures. The aim of research is to determine the difference in resistance and ductility between panel shear walls, reinforced with two different methods. While the first, reinforcing with additional fiberboard, was not improve resistance and especially ductility in the contended sense, we tried to find a solution by inserting diagonal steel strips, which were fixed to the timber frame. Additionally, analytical solutions of those by mathematical modeling with the fictive thickness and height of fiber-plaster boards are proposed. Presented design models are simple and show a good coincidence with the measured results. timber structures shear walls shear bending tests mathematical modelling lesene konstrukcije panelne stene strižno upogibno preiskušanje matematično modeliranje true false false Angleški jezik Angleški jezik Neznano 2012-06-01 13:06:15 2012-06-01 13:06:15 2022-04-15 03:45:50 2019-07-10 12:22:43 2002 0 0 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 692.2.057:624.07 7500054 Y504-6874 URN:SI:UM:DK:SOQWYKWB http://www.acadjournal.com/2002/v8/part8/p1/index.html 1 https://dk.um.si/Dokument.php?lang=slv&id=37214 Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo 0 0 0