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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>3D response of an excavation adjacent to buildings supported by inclined struts</dc:title><dc:creator>Sabzi,	Zahra	(Avtor)
	</dc:creator><dc:creator>Fakher,	Ali	(Avtor)
	</dc:creator><dc:creator>,	Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru	(Lastnik avtorskih pravic)
	</dc:creator><dc:subject>measurement</dc:subject><dc:subject>3D finite-element analysis</dc:subject><dc:subject>displacement-based design</dc:subject><dc:description>The presented study focuses on field observations and a 3D numerical analysis of open-cut excavations adjacent to a building supported by inclined struts. The performance of the struts in carrying the building loads and decreasing the deflections is investigated. Struts reduce the amount of deformations and also create a corner effect similar to the diaphragm walls corner. The influence of the distance between the struts is studied and the optimum struts interval is proposed. The most effective configuration of struts installation in reducing the deflections and building damage is proposed. A displacement-based design guideline is also presented based on the results of numerical studies.</dc:description><dc:date>2017</dc:date><dc:date>2018-06-18 09:52:11</dc:date><dc:type>Znanstveno delo</dc:type><dc:identifier>70884</dc:identifier><dc:identifier>ISSN: 1854-0171</dc:identifier><dc:identifier>OceCobissID: 215987712</dc:identifier><dc:identifier>COBISS_ID: 302976768</dc:identifier><dc:identifier>ISSN pri članku: 1854-0171</dc:identifier><dc:identifier>NUK URN: URN:SI:UM:DK:LIYXWKXO</dc:identifier><dc:language>sl</dc:language><dc:rights>Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru</dc:rights></metadata>
