Model analysis of aseismic design of a nuclear reactor building

Isao Toriumi
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引用次数: 4

Abstract

An experimental study on the response of a nuclear reactor building under earthquake loading was done by model testing on a random shaking table and a field test by blasting in order to get some data for aseismic design. In the case in which the basement is founded on firm rock, the lobar modes with natural frequency 3 ∼ 4 c/s are predominant at the container shell and the outer concrete shield.

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核反应堆建筑抗震设计的模型分析
通过随机振动台模型试验和现场爆破试验,对某核反应堆建筑在地震荷载作用下的响应进行了试验研究,以期为抗震设计提供一些数据。在基底建立在坚固岩石上的情况下,固有频率为3 ~ 4 c/s的叶杆模态在容器外壳和外部混凝土盾构处占主导地位。
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Author index Subject index Measurement of moisture in concrete and masonry with special reference to neutron scattering techniques Containment and siting of high power reactors Die friedliche anwendung von nuklearen explosionen: by Dr. Theo Ginsburg. Thiemig Taschenbuch Band 21. Verlag Karl Thiemig KG, München (1965), 240 pages. Price: DM 14.80
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