Reinforced concrete containment wall elements — development of strain and failure in tested specimens-Reference-Cited by-同舟云学术

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Reinforced concrete containment wall elements — development of strain and failure in tested specimens

Published:1982-05 Issue:2 Volume:69 Page:253-260
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Browzin Boris 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

Reference14 articles.

1. Shear transfer in large scale reinforced concrete containment elements;Oesterle;Report No. 1, Construction Technology Laboratories, Portland Cement Association, NRC publication, NUREG/CR-1374,1980

2. Shear transfer in large scale reinforced concrete containment elements;Oesterle;Report No. 2, Portland Cement Association, U.S. Nuclear Regulatory Commission, NRC publication, NUREG/CR-2450,1981

3. Tangential shear tests of reinforced concrete containment elements

4. R.G. Oesterle and H.G. Russell, Nucl. Engrg. Des (this issue).

5. Strength and stiffness of tensioned reinforced concrete panels subjected to membrane shear, two-way reinforcing;Perdikaris;NRC publication, NUREG/CR-1602,1980

Cited by 1 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. Allowable stresses to limit shearing deformation in reinforced concrete containment design;Nuclear Engineering and Design;1984-05

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