논문 상세보기
The 2017 Pohang earthquake caused severe damage to low-rise piloti buildings. The damage was caused mainly by column shear failure, and some core walls were as well. The damaged piloti buildings in Pohang City could be relieved if they were designed correctly according to the standards at that time. However, the post-earthquake investigation revealed design, construction, and permission problems. To solve the problems, the Piloti Building Structure Design Guidelines that include strict specifications were published in 2018. Separately, KDS 41 17 00, the seismic design standard for buildings, was enacted in 2019 and it included the guideline contents. Therefore, at least after the publication of the guidelines, piloti buildings, designed by the standard and guidelines, can be expected to possess better seismic performance than existing piloti buildings. To confirm this, the probability of exceedance for several damage state thresholds was estimated for existing and designed piloti buildings. As a result, the probability of damage of designed piloti buildings was very low compared to existing ones. Consequently, it was confirmed that the guideline and standard adequately supplement the structural fragility of existing piloti buildings.
1. 서 론
2. 필로티 건물의 현 내진설계 기준
3. 기준에 따른 필로티 건물 설계
3.1 대상 건물
3.2 설계 결과
3.3 기존 건물과 비교
4. 푸시오버해석 결과
4.1 필로티 건물의 비선형해석모델링
4.2 기둥의 지배 거동 변화
4.3 푸시오버해석 결과 분석
5. 내진설계된 필로티 건물의 지진취약도
5.1 IDA(증분동적해석)
5.2 지진취약도 함수 산정
5.3 결과 분석
6. 결 론
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