Design considerations for concrete nuclear containment structures subjected to simultaneous pressure and seismic shear-Reference-Cited by-同舟云学术

Design considerations for concrete nuclear containment structures subjected to simultaneous pressure and seismic shear

Published:1982-05 Issue:2 Volume:69 Page:241-252
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Conley Christopher H.,White Richard N.,Hilmy Said,Gergely Peter

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

Reference15 articles.

1. Strength and stiffness of reinforced concrete containments subjected to seismic loading: research results and needs;White;Nucl. Engrg. Des.,1980

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

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

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

Cited by 4 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. Predictions of displacements and stresses in cracked reinforced concrete containment vessels subjected to seismic loads;Nuclear Engineering and Design;1984-05

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

3. Reinforced concrete containment wall elements — development of strain and failure in tested specimens;Nuclear Engineering and Design;1982-05

4. Research needs for design of concrete containment structures;Nuclear Engineering and Design;1982-05