전단벽 구조물의 진동대 시험결과와 유한요소 내진해석결과 비교
Comparison of Shaking Table Test Results and Finite Element Seismic Analysis Results of Shear Wall Structures
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초록
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.
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.
참고문헌 (6)
- "Korea Electric Power Industry Code (KEPIC). Recommended Practice for Seismic Qualification of Class 1E Equipment for Nuclear Power Generating Stations", KEPIC END-2000, ~ (2010)
- Kim MG, "The Vibration Test of Shear Wall for Seismic Performance Evaluation of Nuclear Power Plants", KAERI, ~ (2021)
- Kim JY, "ANSYS Workbench Training Manual", TSNE, ~ (2017)
- Chopra AK, "Dynamics of Structures" (2012), Pearson
- Moehle JP, "Seismic Design of Reinforced Concrete Buildings" (2014), McGraw-Hill Education
- van de Vorstenbosch G, "Reinforced concrete building performance in the Mw 7.8 1931 Hawke’s bay, New Zealand, Earthquake", Bulletin of the New Zealand Society for Earthquake Engineering, 35(3), pp.149~164 (2002)