Dynamic analysis Ground using 2-D FEM

차량하중에 의한 주변지반의 진동해석

  • 황성춘 (경주대학교 건설환경시스템공학부) ;
  • 강보순 (경주대학교 건설환경시스템공학) ;
  • 심형섭 (경주대학교 건설환경시스템공학) ;
  • 오병헌 (한국수자원공) ;
  • 박성진 (창원대학교 토목과)
  • Published : 2001.05.01

Abstract

Dynamic response of ground due to train loads is analyzed. A numerical procedure based on finite element method is used to solve two-dimensional ground response. Dynamic train loads assumed in analysis is the point acceleration on train rail with magnitude of 2330 gal and thickness of surface of soil layer assumed is 60cm. In order to consider the effect of acceleration point, dynamic responses such as response acceleration and displacement are computed as a function of distance from acceleration point on rail. In addition, simple methods which reduce dynamic effects on ground are also proposed.

Keywords