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http://dx.doi.org/10.5000/EESK.2021.25.3.137

Comparison of Shaking Table Test Results and Finite Element Seismic Analysis Results of Shear Wall Structures  

Kim, Ki Hyun (KONES Corporation)
Jang, Young Sun (KONES Corporation)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.25, no.3, 2021 , pp. 137-144 More about this Journal
Abstract
In this study, the seismic safety of nuclear power plant structures is evaluated and verified by performing a vibration test on a relatively simple shear wall structure. The shear walls are the prominent members of nuclear power plants and resist the seismic load. The shear wall structure is designed and manufactured to perform shaking table tests and is used to increase the accuracy of the analytical method by comparing them with the numerical analysis results. Different results will be checked and more efficient application methods will be studied depending on the method of designing reinforced concrete structures.
Keywords
Nuclear power plant; Shear wall; Vibration test; Seismic performance; Reinforced concrete structures;
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  • Reference
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