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- W2022273323 abstract "매설관의 동적해석법으로 Larbi(1995)와 정 등(2005)은 모드중첩법을 이용하여 매설관의 여러 단부경계조건에 대해 해석한 바 있다. 그러나 이 방법에서 얻고자 하는 해의 산정식은 유도과정이 매우 복잡할 뿐만 아니라 유도된 산정식마저 해를 얻기 위해선 별도의 수치해석 전산프로그래밍이 요구되므로 사실상 기술자가 실무에서 이용하기는 극히 어려운 해법으로 취급되고 있다. 이러한 모드 중첩법의 단점을 고려하여 이 해석법의 대안으로 실무에서 보다 쉽게 사용 가능한 3D 유한차분법을 제안하고자 한다. 이를위해 3D 동적 해석의 정확성을 검증한 후 그 결과를 모드중첩법의 결과와 비교 분석하여 매설관의 지진응답을 구하는 또 하나의 방법이 될 수 있음을 학인하였다. Larbi (1995) and Jeong et al. (2005) analyzed the various boundary end conditions of buried pipelines using the mode superposition method as one of the dynamic analysis methods of buried pipelines. However, it is very complicated to derive calculation equations for the solutions to be obtained by this method, and even the derived calculation equations need separate computer programming for the numerical analysis in order to obtain the solutions. For this reason, this method is extremely difficult for engineers to apply in their field works. In consideration of the shortcoming of the mode superposition method, this study's purpose is to propose a 3D dynamic finite difference method, which is more easily applicable in the field. For this purpose, we tested the accuracy of the 3D dynamic analysis and compared the results with those of the mode superposition method and certified that the 3D dynamic analysis could be an alternative method to obtain the seismic responses of the pipelines." @default.
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- W2022273323 date "2011-06-30" @default.
- W2022273323 modified "2023-09-27" @default.
- W2022273323 title "3-D Dynamic Response of Buried Pipelines" @default.
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- W2022273323 doi "https://doi.org/10.5000/eesk.2011.15.3.027" @default.
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