Modified strut-and-tie models for reinforced concrete deep beams with externally bonded CFRP systems

Reinforced concrete (RC) deep beams can be defined as the main structural component used in buildings and bridges to transfer heavy loads. Due to their relatively low shear span to depth ratio (less than 2.0), a linear strain distribution cannot be applied, thus there is a need for a rational mod...

書誌詳細
第一著者:	Hanoon, Ammar Nasiri
フォーマット:	学位論文
言語:	英語
出版事項:	2017
主題:	Struts (Engineering) Carbon fiber-reinforced plastics
オンライン･アクセス:	http://psasir.upm.edu.my/id/eprint/71176/1/FK%202017%2053%20-%20IR%28152%29edited.pdf

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