Earticle

초록

영어

It is very difficult to select the appropriate input earthquake motions because it has various characteristics like as localized ground condition and the transfer route on the ground motion used for seismic design. It explains the response characteristics of input energy as performing nonlinear response analysis of SDOF depending on input earthquake wave and it compares and analyzes the input energy value when the ductility, μ is stayed form 1,2,3,4,6 in natural period of building to 0.05∼5 second. It was concluded that the simulated ground motions are applicable as input ground motions for a seismic response analysis.

목차

Abstract
 1. 서론
  1.1 연구배경 및 목적
  1.2 기존의 연구 고찰과 본연구의 특징
 2. 입력지진동의 특성
  2.1 입력지진동의 작성 및 선정
 3. 입력지진동에 의한 입력에너지 특성
  3.1 입력지진동의 응답 특성
  3.2 기록지진동과 인공지진동의 에너지 응답 특성 분석
  3.3 기록지진동과 인공지진동의 파형 비교
 4. 결론
 참고문헌

저자

• 배상미 [ Bae, Sang-Mi | 동서대, 대학원 석사과정 ]
• 전대한 [ Jun, Dae-Han | 동서대, 건축공학과 부교수, 공학박사 ]
• 양창진 [ Yang, Chang-Jin | 동서대, 건축공학과 부교수, 공학박사 ]

참고문헌