원문정보
The Seismic Retrofit Effects of The Stiffness and Strength Ratios between Reinforced Concrete Frame and Steel Damper System
피인용수 : 0건 (자료제공 : 네이버학술정보)
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
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
저자정보
참고문헌
자료제공 : 네이버학술정보