Earticle

초록

영어

In this study, non-linear static analysis was carried out to evaluate the seismic retrofit effect of retrofitted frame for the stiffness and strength ratios between reinforced concrete(RC) frame and steel damper system. The analysis results showed that the steel damper system could absorb more seismic input energy as its stiffness and strength ratios increase comparing to RC frame. While the absorbtion ratio of seismic input energy in case of low strength ratio was increase linearly, the absorbtion ratio was not increase proportionally in case of high strength ratio more than 1.

목차

Abstract
 1. 서론
 2. 해석 개요
  2.1 해석 대상 및 방법
  2.2 해석 모델
 3. 해석 결과
  3.1 하중-변위 관계
  3.2 에너지 흡수비율
 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

참고문헌