구조물 동적해석을 위한 현행 내진설계기준의 입력 지반운동 선정 조건 타당성 평가 – II 지진응답
Assessment of Code-specified Ground Motion Selection Criteria with Accurate Selection and Scaling Methods – II Seismic Response
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Current seismic design provisions such as ASCE 7-10 provide criteria for selecting ground motions for conducting response history analysis. This study is the sequel of a companion paper (I – Ground Motion Selection) for assessment of the ASCE 7-10 criteria. To assess of the ASCE 7-10 criteria, nonlinear response history analyses of twelve single degree of freedom (SDF) systems and one multi-degree of freedom (MDF) system are conducted in this study. The results show that the target seismic demands for SDF can be predicted using the mean seismic demands over seven and ten ground motions selected according to the proposed method within an error of 30% and 20%, respectively
Abstract
Current seismic design provisions such as ASCE 7-10 provide criteria for selecting ground motions for conducting response history analysis. This study is the sequel of a companion paper (I – Ground Motion Selection) for assessment of the ASCE 7-10 criteria. To assess of the ASCE 7-10 criteria, nonlinear response history analyses of twelve single degree of freedom (SDF) systems and one multi-degree of freedom (MDF) system are conducted in this study. The results show that the target seismic demands for SDF can be predicted using the mean seismic demands over seven and ten ground motions selected according to the proposed method within an error of 30% and 20%, respectively
참고문헌 (11)
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- Wang G, "A ground motion selection and modification method capturing response spectrum characteristics and variability of scenario earthquakes", Soil Dyn and Earthq Eng, 31(4), pp.611~625 (2011)
- Open system for earthquake engineering simulation (OpenSEES), "PEER", Pacific Earthquake Engineering Research Center, California University, ~ (2009)
