<?xml version="1.0"?>
<rdf:RDF xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:dc="http://purl.org/dc/elements/1.1/"><rdf:Description rdf:about="https://repozitorij.uni-lj.si/IzpisGradiva.php?id=174196"><dc:title>Vibration-based wind design provisions for tall timber buildings</dc:title><dc:creator>Aloisio,	Angelo	(Avtor)
	</dc:creator><dc:creator>Bezabeh,	Matiyas A.	(Avtor)
	</dc:creator><dc:creator>Pasca,	Dag	(Avtor)
	</dc:creator><dc:creator>Rosso,	Marco Martino	(Avtor)
	</dc:creator><dc:creator>Giordano,	Pier Francesco	(Avtor)
	</dc:creator><dc:creator>Reynolds,	Thomas	(Avtor)
	</dc:creator><dc:creator>Bedon,	Chiara	(Avtor)
	</dc:creator><dc:creator>Hacıefendioğlu,	Kemal	(Avtor)
	</dc:creator><dc:creator>Tulebekova,	Saule	(Avtor)
	</dc:creator><dc:creator>Kurent,	Blaž	(Avtor)
	</dc:creator><dc:subject>tall timber buildings</dc:subject><dc:subject>wind loading</dc:subject><dc:subject>wind-induced vibration</dc:subject><dc:subject>vibration serviceability</dc:subject><dc:description>It is well acknowledged that as the height of a building increases, wind forces tend to become the controlling design loads. In tall, slender and flexible structures, wind-induced vibration serviceability is more critical than in low-rise buildings, where strength is usually the governing design criterion.</dc:description><dc:date>2025</dc:date><dc:date>2025-09-30 04:38:45</dc:date><dc:type>Neznano</dc:type><dc:identifier>174196</dc:identifier><dc:language>sl</dc:language></rdf:Description></rdf:RDF>
