Horizontal shear force for different arrangements of coupling bars in precast concrete slab with and without steel fibre

In precast concrete slab, the coupling bars and in-situ concrete act as the precast slab panel connection. The design of coupling bars based on Eurocode 2 must be able to resist the horizontal shear force and the U-loop bar must also be design to carry this force. The placing of coupling bars as the...

詳細記述

書誌詳細
第一著者: Awaludin, Safiah Zaleha
フォーマット: 学位論文
言語:英語
出版事項: 2018
主題:
オンライン・アクセス:http://eprints.utm.my/86951/1/SafiahZalehaAwaludinMFKA2018.pdf

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