The use of horizontal and inclined bars as shear reinforcement

Shear failure in beams are caused by diagonal cracks near the support. Any form of effectively anchored reinforcement that intersects these cracks will be able to resist the shear stress to a certain extent. This project presents the results of an experimental investigation on six reinforced concret...

書目詳細資料
主要作者:	Abdul Hamid, Noor Azlina
格式:	Thesis
語言:	英语
出版:	2005
主題:	TA Engineering (General). Civil engineering (General)
在線閱讀:	http://eprints.utm.my/3710/1/NoorAzlinaAbdulHamidMFKA2005.pdf

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