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Stress–strain behaviour of high-strength concrete columns confined by low-volumetric ratio rectangular ties

✍ Scribed by Akiyama, M.; Hong, K.-N.; Suzuki, M.; Yi, S.-T.

Book ID
120175652
Publisher
Thomas Telford
Year
2006
Tongue
English
Weight
766 KB
Volume
58
Category
Article
ISSN
0024-9831

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📜 SIMILAR VOLUMES

High-strength concrete columns confined
High-strength concrete columns confined by low-volumetric-ratio lateral ties
✍ Ki-Nam Hong; Sang-Hoon Han; Seong-Tae Yi 📂 Article 📅 2006 🏛 Elsevier Science 🌐 English ⚖ 808 KB

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