20.500.12556/RUL-183300 Wind-induced vibration serviceability of ten multi-storey timber buildings Multi-storey timber buildings are prone to wind-induced vibrations, especially due to their lightweight nature, which can lead to occupant discomfort. Vibration serviceability may be a critical design criterion for such structures. In this study, the occupant comfort due to peak accelerations of wind-induced vibrations is estimated for ten European timber and hybrid timber buildings, ranging in height from 22 m to 74 m, using data on their dimensions, mass, and modal properties. The peak accelerations were computed in accordance with EN 1991-1-4:2005 and checked against ISO 10137 comfort criterion. Parametric analysis revealed that the location of the building significantly influences the expected wind-induced peak accelerations. Among the shape parameters, the radius of the rounded edges had the most substantial impact. It was found that increasing the stiffness of the building is more effective for enhancing comfort in shorter buildings, whereas adding mass is more beneficial for taller buildings. The analysis also included the current world’s tallest timber building, demonstrating the potential for constructing even taller timber structures with good occupant comfort in strong winds. timber buildings wind loading building vibration building oscillation serviceability limit state parametric analysis lesene stavbe vetrna obtežba nihanje stavbe mejno stanje uporabnosti parametrična analiza true false true Angleški jezik Slovenski jezik Članek v reviji 2026-06-10 13:02:55 2026-06-10 13:03:00 2026-06-11 04:09:55 0000-00-00 00:00:00 2025 0 0 21 str. Vol. 5, art. 337 2025 0000-00-00 Zaloznikova Objavljeno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 694 2732-5121 10.12688/openreseurope.21570.1 281140483 Kurent,_Brank-Wind-induced_vibration_serviceability_of_ten_multi-storey_timber_buildings.pdf Kurent,_Brank-Wind-induced_vibration_serviceability_of_ten_multi-storey_timber_buildings.pdf 1 7F64D92D8B366FD65B4929A2DA419643 09da4bc180eaadb19c0d77dec8c45c9a92c418cae229c8b9dff50e7d3e3ae67c 07090072-64bc-11f1-9b0d-0050569b8976 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=235293 https://open-research-europe.ec.europa.eu/articles/5-337/v1 1 ef8261c2-64bb-11f1-9b0d-0050569b8976 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=235292 Fakulteta za gradbeništvo in geodezijo 0 0 0