Evaluation of design equations for out-of-plane shear strength of deep concrete sections in nuclear power plant buildings-Reference-Cited by-同舟云学术

Evaluation of design equations for out-of-plane shear strength of deep concrete sections in nuclear power plant buildings

Published:2022-01 Issue: Volume:386 Page:111545
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Parsi Sai Sharath,Mertz Greg,Whittaker Andrew S.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference27 articles.

1. American Concrete Institute (ACI), 2008. Building code requirements for reinforced concrete. ACI 318-08, Farmington Hills, MI.

2. American Concrete Institute (ACI), 2013. Code requirements for nuclear safety-related concrete structures and commentary. ACI 349-13, Farmington Hills, MI.

3. American Concrete Institute (ACI), 2014. Building code requirements for reinforced concrete. ACI 318-14, Farmington Hills, MI.

4. American Concrete Institute (ACI), 2019. Building code requirements for reinforced concrete. ACI 318-19, Farmington Hills, MI.

5. American Society of Civil Engineers (ASCE), 2019. Seismic design criteria for structures, systems, and components in nuclear facilities. ASCE 43–19, Reston, VA.

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