Presently, test results and stress-strain models for poorly confined high-strength concrete (HSC) columns are in short supply. This is particularly so for columns with a tie volumetric ratio smaller than 2.0%. This paper presents concentric loading test results for square reinforced concrete columns
โฆ LIBER โฆ
Statistical analysis of confined high strength concrete
โ Scribed by A. J. Kappos; D. Konstantinidis
- Publisher
- Springer
- Year
- 1999
- Tongue
- English
- Weight
- 472 KB
- Volume
- 32
- Category
- Article
- ISSN
- 1871-6873
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