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Correction to: Experimental Investigation on the Force-Crack Quantification Model for HSRC Columns with Flexure–Shear and Shear Failure Modes
International Journal of Concrete Structures and Materials ( IF 3.4 ) Pub Date : 2020-08-06 , DOI: 10.1186/s40069-020-00426-9 Chien-Kuo Chiu , Alexander Ivan Tandri
International Journal of Concrete Structures and Materials ( IF 3.4 ) Pub Date : 2020-08-06 , DOI: 10.1186/s40069-020-00426-9 Chien-Kuo Chiu , Alexander Ivan Tandri
An amendment to this paper has been published and can be accessed via the original article.
中文翻译:
更正:具有弯曲剪切和剪切破坏模式的 HSRC 柱的力裂纹量化模型的实验研究
对本文的修订已发表,可通过原始文章访问。
更新日期:2020-08-06
中文翻译:
更正:具有弯曲剪切和剪切破坏模式的 HSRC 柱的力裂纹量化模型的实验研究
对本文的修订已发表,可通过原始文章访问。