Effect on non-linear soil-structure interaction due to base slab uplift on the seismic response of a high-temperature gas-cooled reactor (HTGR)-Reference-Cited by-同舟云学术

Effect on non-linear soil-structure interaction due to base slab uplift on the seismic response of a high-temperature gas-cooled reactor (HTGR)

Published:1976-08 Issue:2 Volume:38 Page:323-355
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Kennedy R.P.,Short S.A.,Wesley D.A.,Lee T.H.

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

Reference7 articles.

1. Seismic analysis of containment building and prestressed concrete reactor vessel complex for EPDC high-temperature gas-cooled reactor (HTGR), prepared for General Atomic Company, NSS-8196.1;Kennedy,1974

2. Design Response Spectra for Seismic Design of Nuclear Power Plants, Regulatory Guide 1.60, Directorate of Regulatory Standards;USAEC,1973

3. Vibrations of Soils and Foundations;Richart,1970

4. A seismic design and dynamic analysis of nuclear power plants;Akino;Nucl. Struct. Eng.,1965

5. A seismic design and dynamic analysis of nuclear power plants;Akino;Nucl. Struct. Eng.,1965

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