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Experimental study of intermediate length coupling beams subjected to monotonic load

Experimental study is conducted on four reinforced concrete coupling beams, with length to depth ratios of 2.5 and 3.1. The beams are designed to fail in shear after yielding of longitudinal reinforcement. The longitudinal reinforcement contents are 0.76 and 1.14 percent, while shear reinforcement v...

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書誌詳細
主要な著者:	Abu Bakar, Nabilah, Chan, Ghee Koh
フォーマット:	論文
言語:	English
出版事項:	Korean Society of Civil Engineers 2017
オンライン･アクセス:	http://psasir.upm.edu.my/id/eprint/61813/1/Experimental%20study%20of%20intermediate%20length%20coupling%20beams%20subjected%20to%20monotonic%20load.pdf http://psasir.upm.edu.my/id/eprint/61813/ https://link.springer.com/article/10.1007/s12205-017-1185-6
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