Shear Strength of Cylindrical Reinforced Concrete and Prestressed Concrete Walls under Cyclic Lateral Loading

Author:

Publisher

American Concrete Institute

Subject

Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Prediction of Radial Stresses Due to Prestressing in PSC Shells;Acharya;Nuclear Engineering and Design,2003

2. ACI-ASME Joint Committee 359, “Code for Concrete Containments (ACI 359-15),” Part of ASME Boiler and Pressure Vessel Code, Section III, American Concrete Institute, Farmington Hills, MI, 2015.

3. ACI Committee 349, “Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-13) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2013, 196 pp.

4. Aoyagi, Y.; Ohmori, S.; and Yamada, K., 1981., “Strength and Deformational Characteristics of Orthogonally Reinforced Concrete Containment Models Subjected to Lateral Forces,” Structural Mechanics in Reactor Technology, Vol. J (a).

5. Loading Rate Effect on Reinforced Concrete Walls with Low Aspect Ratios under High-Frequency Earthquake;Baek;ACI Structural Journal,2020

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