Earticle

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

저자

• 장재원 [ Jang, Jae-Won | 동서대, 대학원 석사과정 ]
• 전대한 [ Jun, Dae-Han | 동서대, 건축공학과 부교수, 공학박사 ]
• 양창진 [ Yang, Chang-Jin | 동서대, 건축공학과 부교수, 공학박사 ]

참고문헌