원문정보
Nonlinear Response of R/C Frames Subjected to Artificial Ground motions
피인용수 : 0건 (자료제공 : 네이버학술정보)
초록
영어
The input ground accelerations have considerable effect on the nonlinear response characteristics. The purpose of this study is to investigate their validity of the selected artificial earthquake wave as input ground motion for seismic design of building structures. For this purpose, this study was analyzed plastic hinge development which was focused on collaspe mechanism of building structures. The input ground motions were selected the recorded and the simulated ground motions of twelve, respectively. The response quantities by simulated ground motions presented better stability than those by recorded ground motions.
목차
Abstract
1. 서론
1.1 연구배경 및 연구목적10)
2. 입력지진동의 선정
2.1 기록지진동
2.2 인공지진동
3. 비선형 지진응답해석
3.1 입력지진동의 규준화
3.2 항복(소성)힌지 발생 현황
4. 결론
참고문헌
1. 서론
1.1 연구배경 및 연구목적10)
2. 입력지진동의 선정
2.1 기록지진동
2.2 인공지진동
3. 비선형 지진응답해석
3.1 입력지진동의 규준화
3.2 항복(소성)힌지 발생 현황
4. 결론
참고문헌
키워드
저자정보
참고문헌
자료제공 : 네이버학술정보