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인공지진동에 의한 다층 RC구조물의 지진응답 해석
Earthquake Response Analysis of RC Framed Structures by The Artificial-Earthquakes

  • 간행물
    대한건축학회지회연합회 학술발표대회논문집 바로가기
  • 권호(발행년)
    2008년도 추계학술발표대회 (2008.12) 바로가기
  • 페이지
    pp.267-272
  • 저자
    박지혜, 한동훈, 송호산
  • 언어
    한국어(KOR)
  • URL
    https://www.earticle.net/Article/A103305

원문정보

초록

영어
This paper deals with a generation of design spectrum compatible artificial earthquake wave. In seismic response analysis of building structures, the input ground accelerations have considerable effect on dynamic characteristics of structures. The artificial earthquake wave are generated according to previously recorded earthquake waves in past earthquake events. It is appointed that the artificial wave have identical phase angles to the recorded earthquake wave, and their overall response spectra are compatible with seismic design spectrum with 5% of critical viscous damping.
It is concluded that the artificial earthquake waves simulated in this paper are applicable as input ground motions for a seismic response analysis of building structures.

목차

Abstract
 1. 서론
  1.1 연구 배경 및 목적
 2. 인공지진파 작성
  2.1 기록지진동 선정
  2.2 인공지진파 작성 방법1)
  2.3 적합도 수렴 조건의 설정
  2.4 설계용 응답스펙트럼의 설정
 3. 예제구조물의 개요
  3.1 구조물 개요
  3.2 해석 방법
 4. 해석결과 분석
 5. 결론
 참고문헌

저자

  • 박지혜 [ Park, Ji-Hye | 정회원 동의대학교 석사과정 ]
  • 한동훈 [ Han, Dong-Hun | 정회원 동의대학교 석사과정 ]
  • 송호산 [ Song, Ho-San | 정회원 동의대학교 건축공학과 교수, 공학박사 ]

참고문헌

자료제공 : 네이버학술정보

    간행물 정보

    • 간행물
      대한건축학회지회연합회 학술발표대회논문집
    • 간기
      부정기
    • 수록기간
      2005~2013
    • 십진분류
      KDC 540 DDC 690