Earticle

초록

영어

In this study, non-linear seismic response analysis of reinforced concrete building with pilotis is carried out to confirm the validity of analysis model and method. The model of analysis is a specimen which was evaluated its seismic performance and dynamic response characteristics by the shaking table test. As a result of the analysis, periods are well matched with test results in elastic conditions. Also the tendency of the acceleration and displacement response are similar with the dynamic responses of shaking table test.

목차

Abstract
 1. 서론
 2. 비선형 지진응답 해석
  2.1 해석모델의 개요
  2.2 해석 방법
 3. 해석 결과
  3.1 주기
  3.2 동적응답 시간이력
  3.3 손상도
 4. 결론
 참고문헌

저자

• 백은림 [ Baek, Eun-Lim | 부산대 대학원 박사과정 ]
• 오상훈 [ Oh, Sang-Hoon | 부산대 건축공학과 부교수, 공학박사 ]
• 이상호 [ Lee, Sang-Ho | 부산대 건축공학과 교수, 공학박사 ] 교신저자
• 이원호 [ Yi, Waon-Ho | 광운대 건축공학과 교수, 공학박사 ]

참고문헌