Shear strength model of large-scale reinforced concrete rectangular columns with light transverse reinforcement

Author:

Pham Huy PAORCID

Funder

Ministry of Science and Technology, Taiwan

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference65 articles.

1. Aboutaha, R. S., Engelhardt, M. D., Jirsa, J. O., & Kreger, M. E. (1999). Rehabilitationof shear critical concrete columns by use of rectangular steel jackets. ACI Structural Journal, 96(1), 68–78. https://doi.org/10.14359/597.

2. AIJ. (1994). AIJ Structural Design Guidelines for Reinforced Concrete Buildings. Architectural Institute of Japan

3. Anh Huy, P. P., Yuen, T. Y., Hung, C.-C., & Mosalam, K. M. (2022). Seismic behaviour of full-scale lightly reinforced concrete columns under high axial loads. Journal of Building Engineering. https://doi.org/10.1016/J.JOBE.2022.104817

4. ASCE. (2017). Seismic Evaluation and Retrofit of Existing Buildings In American Society of Civil Engineers. American Society of Civil Engineers, Reston, Virginia, USA.

5. Aschheim, M., & Moehle, J. P. (1992). Shear Strength and Deformability of RC Bridge Columns Subjected to Inelastic Displacements. Report to the California Department of Transportation, Report No. UCBIEERC-92J04 Earthquake Engineering Research Center, 114.

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1. An Approach for Plastic Hinge Length of RC Columns;Lecture Notes in Civil Engineering;2024

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