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<metadata xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/"><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:identifier>UDK: 694:539.4</dc:identifier><dc:identifier>DOI: 10.1007/978-3-032-02098-7_10</dc:identifier><dc:identifier>COBISS_ID: 250819587</dc:identifier><dc:identifier>OceCobissID: 250803459</dc:identifier><dc:language>sl</dc:language></metadata>
