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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2015.1
- 수록면
- 183 - 194 (12page)
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초록· 키워드
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In this paper, Nonlinear Static Pushover analysis method(NSP) is proposed which apply to RC buildings reinforced by external retrofit for seismic performance. Based on previous analysis and research, NSP is more developed by connection nonlinearity according to shear resistance mechanism such as dowel and adhesive resistance as major shear resistance elements. According to the proposed method, structural analysis for example buildings was carried out to evaluate seismic performance of buildings. And, it was confirmed that depending on shear strain and characteristics of joint resistant of external retrofitting are different from internal retrofitting. Furthermore, the strength reduction coefficient of the anchor needs to be considered at the joint design.
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참고문헌 (13)
참고문헌 신청
/ 2000 / FEMA356. Prestandard and Commentary for the Seismic Rehabilitation of Buildings / Federal Emergency Management Agency
/ 2009 / KBC 2009. Korean building code-structural / Architectural Institute of Korea : 772 ~
JBDPA / 2001 / Standard and commentary for seismic evaluation of existing reinforced concrete buildings / Japan Building Disaster Prevention Association
JBDPA / 2002 / Manual for outside seismic retrofitting of existing reinforced concrete buildings / Japan Building Disaster Prevention Association
KISC / 2004 / Guidelines for seismic performance evaluation and rehabilitation of existing buildings / Korea Infrastructure Safety Corporation : 224 ~
/ 2009 / KBC 2009. Korean building code-structural / Architectural Institute of Korea : 772 ~
JBDPA / 2001 / Standard and commentary for seismic evaluation of existing reinforced concrete buildings / Japan Building Disaster Prevention Association
JBDPA / 2002 / Manual for outside seismic retrofitting of existing reinforced concrete buildings / Japan Building Disaster Prevention Association
KISC / 2004 / Guidelines for seismic performance evaluation and rehabilitation of existing buildings / Korea Infrastructure Safety Corporation : 224 ~
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