This experimental investigation was conducted to examine the behaviour of eight one-third scale columns made of high-strength concrete (HSC). Each column was subjected to a constant axial load corresponding to 30% of the column axial-load capacity and a cyclic horizontal load-inducing reversed bendi
Experimental study of the behaviour of reinforced high-strength concrete short corbels
β Scribed by M. Bourget; Y. Delmas; F. Toutlememonde
- Publisher
- Springer
- Year
- 2001
- Tongue
- English
- Weight
- 763 KB
- Volume
- 34
- Category
- Article
- ISSN
- 1871-6873
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