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지반 구조의 불확실성이 고려된 1차원 확률론적 지반응답해석

1D Probabilistic Ground Response Analysis

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참고문헌

키워드

주제분류토목공학

초록

In this paper, the stochastic 1D site response analysis method using Monte Carlo simulation and considering thespatial variation of shearwave velocity profile isproposed. To consider thespatial variation of shear wave velocity profile for 1D site response analysis, the proposedmethod generates random shear wave velocity profiles representing the target site, and Monte Carlo simulation is used to calculatetheprobability distribution of the site response analysis results such as thepeak ground acceleration. Through the field application, Theapplicability of the proposed method is verified through field application.

Abstract

In this paper, the stochastic 1D site response analysis method using Monte Carlo simulation and considering thespatial variation of shearwave velocity profile isproposed. To consider thespatial variation of shear wave velocity profile for 1D site response analysis, the proposedmethod generates random shear wave velocity profiles representing the target site, and Monte Carlo simulation is used to calculatetheprobability distribution of the site response analysis results such as thepeak ground acceleration. Through the field application, Theapplicability of the proposed method is verified through field application.

참고문헌 (17)

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  16. 황혜진, "확률론적 지반 해석을 위한 1차원 지반 구조의 불확실성 고려 방법의 개발", 한국지반공학회논문집, 29(3), pp.41~50 (2013), 한국지반공학회
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