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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2008.1
- 수록면
- 191 - 198 (8page)
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The purpose of this study is to confirm and compare the inelastic behavior of the existing school buildings considering infilled masonry walls. Pushover analysis method is used to evaluate the elastic and inelastic response of standard school building. Infilled masonry walls are usually considered as non-structural elements in structural analysis and design, but the behavior of school building considering infilled masonry walls is quite different and the influence of the masonry wall should be included. The results show that the seismic capacity of pure frame building is 0.76 times design base shear of KBC2005 but considering infilled masonry wall the same building has the overstrength factor of 2.82～5.10 according to infilled wall shear strength in short direction and of 1.62 regardless of infilled wall shear strength in long direction.
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