Design and ultimate behavior of RC plates and shells-Reference-Cited by-同舟云学术

Design and ultimate behavior of RC plates and shells

Published:2004-03 Issue:1-3 Volume:228 Page:207-223
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Min Chang-shik

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

Reference33 articles.

1. ACI 318-99, 1999. Building code requirements for reinforced concrete and commentary. American Concrete Institute, Farmington Hills, MI.

2. ACI-ASCE, 1977. Reinforced concrete cooling tower shells—practice and commentary. ACI Journal, ACI-ASCE Committee 334, Title no. 74-2, pp. 22–31.

3. ACI-ASCE, 1984. Reinforced concrete cooling tower shells—practice and commentary. ACI Journal, ACI-ASCE Communication 334, Title no. 81-52.

4. Akbar, H., Gupta, A.K., 1985. Membrane reinforcement in concrete shells: design versus nonlinear behavior. Reinforced Concrete Shell Research Report, North Carolina State University, NC.

5. Chen, W.F., 1982. Plasticity in Reinforced Concrete. McGraw-Hill, New York, 1982, 474 pp.

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