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Analysis of conventionally reinforced coupling beams using non-linear strut-and-tie model

The non-linear strut-and-tie model (STM) can be used to analyse and predict the behaviour of reinforced concrete in disturbed regions. In this paper, a non-linear STM has been used to model the deformation capacity of conventionally reinforced intermediate-length coupling beams under cyclic and mono...

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書誌詳細
主要な著者:	Abu Bakar, Nabilah, Safiee, Nor Azizi, Chan, Ghee Koh, Mohd. Nasir, Noor Azline
フォーマット:	論文
言語:	English
出版事項:	ICE Publishing 2019
オンライン･アクセス:	http://psasir.upm.edu.my/id/eprint/80633/1/BEAM.pdf http://psasir.upm.edu.my/id/eprint/80633/ https://www.icevirtuallibrary.com/doi/abs/10.1680/jstbu.18.00095
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