Analysis of Soil-Structure Interaction and Floor Response Spectrum of Reactor Building for China Advanced Research Reactor

RONG Feng; WANG Jia-chun; HE Shu-yan; DONG Zhan-fa

Oct. 2006

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Article Navigation > Nuclear Power Engineering > 2006 > 27(5): 19-23

RONG Feng, WANG Jia-chun, HE Shu-yan, DONG Zhan-fa. Analysis of Soil-Structure Interaction and Floor Response Spectrum of Reactor Building for China Advanced Research Reactor[J]. Nuclear Power Engineering, 2006, 27(5): 19-23.

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Analysis of Soil-Structure Interaction and Floor Response Spectrum of Reactor Building for China Advanced Research Reactor

1. Tianjin University, Tianjin, 300072, China;
2. Institute of Nuclear Energy Technology, Tsinghua University, Beijing, 100084, China;
3. Forth Design and Reaserch Institute of Nuclear Industry, Shijiazhuang, 050021, China

Received Date: 2005-10-26
Rev Recd Date: 2006-06-06

Available Online: 2025-07-29

Abstract

Abstract

Analysis of Soil-Structure Interaction（SSI） and calculation of Floor Response Spectrum（FRS） is substantial for anti-seismic design for China Advanced Research Reactor（CARR） project.The article uses direct method to analyze the seismic reaction of the reactor building in considering soil-structure interaction by establishing two-dimensional soil-structure co-acting model for analyzing and inputting of seismic waves from three directions respectively.The seismic response and floor response spectrum of foundation and floors of the building under different cases have been calculated.
- Reactor Building,
- Seismic Response,
- Soil-Structure Interaction,
- Calculation Model,
- Response Spectrum