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Effect of anchorage number and CFRP strips length on behavior of strengthened glulam timber beam for flexural loading

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2021.01.01

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https://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=dspace_ku&SrcAuth=WosAPI&KeyUT=WOS:000670337000008&DestLinkType=FullRecord&DestApp=WOS
 https://hdl.handle.net/20.500.12597/10838

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