지반 구조의 불확실성이 고려된 1차원 확률론적 지반응답해석

황혜진¹⁾, 박형춘^2)*

^1),2)충남대학교 토목공학과

1D Probabilistic Ground Response Analysis

Hyung Choon Park^2)*, Hwang, Hea Jin¹⁾

^1),2)Department of Civil Engineering, Chungnam National University

(Received 4 November 2013; Revised 13 December; Accepted 13 December 2013)

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.

Key Words : Ground Response Analysis,Probabilistic,Uncertainty

Reference

Journal Abbreviation J. Earthq. Eng. Soc. Korea
Frequency Bimonthly
Doi Prefix 10.5000/EESK
Year of Launching 1997
Publisher Earthquake Engineering Society of Korea

Indexed/Tracked/Covered By

Online Submission

submission.eesk-j.or.kr

EESK