서지주요정보
지반-구조물 상호작용의 시간영역 해석을 위한 무한경계요소 = Infinite boundasry elements for soil-structure interaction analysis in time domain /▼ d최준성
서명 / 저자 지반-구조물 상호작용의 시간영역 해석을 위한 무한경계요소 = Infinite boundasry elements for soil-structure interaction analysis in time domain / d최준성.
발행사항 [대전 : 한국과학기술원, 1994].
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등록번호

8004715

소장위치/청구기호

학술문화관(문화관) 보존서고

MCE 94015

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In this study, a new procedure for solving 2-D dynamic problems of semiinfinite medium in time domain by boundary element method (BEM) is presented. For simulation of wave propagations in a 2-D regular half space including the far field effects, an infinite boundary element(IBEM) is proposed. The shape function of the infinite boundary element is a combination of decay functions and Laguerre functions. The shape functions proposed in this study well satisfy the finiteness condition, the Sommerfeld radiation condition at infinity, and the zero convergence condition of the displacement and stress at infinity. Though the proposed shape functions have been developed for the time domain analysis, they may be also applicable to the frequency domain analysis. Through the response analysis in a 2-D half space under a uniformly distributed dynamic load, it has been found that an excellent accuracy can be achieved compared with the analytical solution. Another example analysis of the response for the 2-D half space under a uniform load with more complex frequency component also shows very good results. The concept of the infinite boundary element may provide a powerful tool for dealing with the soil-structure interaction analysis and the wave propagation problems in multi-layered media.

서지기타정보

서지기타정보
청구기호 {MCE 94015
형태사항 vi, 83 p. : 삽화 ; 26 cm
언어 한국어
일반주기 저자명의 영문표기 : Jun-Seong Choi
지도교수의 한글표기 : 윤정방
지도교수의 영문표기 : Chung-Bang Yun
학위논문 학위논문(석사) - 한국과학기술원 : 토목공학과,
서지주기 참고문헌 : p. 80-83
주제 Waves.
Numerical analysis.
경계 요소법. --과학기술용어시소러스
파동. --과학기술용어시소러스
수치 해법. --과학기술용어시소러스
Boundary element methods.
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