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pro vyhledávání: '"Shalookh, Othman H. Zinkaah"'
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Nine continuous concrete deep beams reinforced with glass fibre reinforced polymer (GFRP) bars were experimentally tested to failure. Three main parameters were investigated, namely, shear span-to-overall depth ratio, web reinforcement and s
Nine continuous concrete deep beams reinforced with glass fibre reinforced polymer (GFRP) bars were experimentally tested to failure. Three main parameters were investigated, namely, shear span-to-overall depth ratio, web reinforcement and s
Externí odkaz:
http://hdl.handle.net/10454/16858
Autor:
Shalookh, Othman H. Zinkaah
This research aims to investigate the behaviour of glass fibre reinforced polymer bars (GFRP) reinforced continuous concrete deep beams. For this purpose, experimental, analytical and numerical studies were conducted. Nine continuous concrete deep be
Externí odkaz:
http://hdl.handle.net/10454/18381