Earticle

초록

영어

In the previous study, the seismic performance was evaluated by performing the shake table test with or without of the special seismic load as a variable on the piloti RC building with horizontal irregularity. However, it is necessary to evaluate the various factors affecting seismic performance of the piloti RC building through additional analysis studies. For this, it is necessary to use appropriate analysis methods and to verify the applicability of the using seismic response analysis. In this study, we are evaluated to verify the analysis methods applied in this study by modeling the shaking table specimens of the previous study, performing nonlinear seismic response analysis to the input earthquake, and comparing the analysis results with the test results. The analysis results showed generally similar to the test results, and the analysis modeling applied in this study was judged to be relatively valid for simulating the dynamic behavior of the specimen. In addition, it was confirmed that the torsional behavior was properly controlled even if only the special seismic load was applied

목차

Abstract
1. 서론
2. 진동대 실험 개요
2.1 실험체 계획
2.2 재료 특성
2.3 가력 및 측정 방법
2.4 실험결과
3. 비선형 지진응답해석
3.1 해석 개요
3.2 해석방법
3.3 해석모델
3.4 해석결과
4. 결론
REFERENCES

저자

• 전호경 [ Jeon, Ho-Gyeong | 부산대학교 일반대학원 석사과정 ]
• 백은림 [ Baek, Eun-Rim | 부산대학교 지진방재연구센터 연구교수 ]
• 이상호 [ Lee, Sang-Ho | 부산대학교 건설융합학부 교수 ] Corresponding Author

참고문헌