Allowable stresses to limit shearing deformation in reinforced concrete containment design-Reference-Cited by-同舟云学术

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Allowable stresses to limit shearing deformation in reinforced concrete containment design

Published:1984-05 Issue:2 Volume:79 Page:169-173
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Browzin B.S.,Oesterle R.G.

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

Reference22 articles.

1. Analysis of shear transfer in reinforced concrete with application to containment wall specimens;Leombruni,1979

2. Safety analysis of nuclear concrete containment structures;Petrina,1979

3. Strength and stiffness of tensioned reinforced concrete panels subjected to membrane shear, two-way reinforcing;Perdikaris,1980

4. Strength and stiffness of reinforced concrete panels subjected to membrane shear, two-way and four-way reinforcing;Conley,1981

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Microstructure and mechanical properties of z-pinned carbon fiber reinforced aluminum alloy composites;Materials & Design;2015-12

2. Tangential shear design in reinforced concrete containments—Research results and applications;Nuclear Engineering and Design;1984-05

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