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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| 主要な著者: | , , , |
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| フォーマット: | 論文 |
| 言語: | English |
| 出版事項: |
ICE Publishing
2019
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| 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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