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NTIS 바로가기한국지진공학회논문집 = Journal of the Earthquake Engineering Society of Korea, v.20 no.4, 2016년, pp.245 - 256
조형익 (KAIST 건설 및 환경공학) , (KAIST 건설 및 환경공학) , 김동수 (KAIST 건설 및 환경공학)
In the companion paper (I - Database and Site Response Analyses), site-specific response analyses were performed at more than 300 domestic sites. In this study, a new site classification system and design response spectra are proposed using results of the site-specific response analyses. Depth to be...
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핵심어 | 질문 | 논문에서 추출한 답변 |
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내진설계 시 지반분류에 따라 설계지진하중을 달리 고려하는 이유는 무엇인가? | 내진설계 시 지반분류에 따라 설계지진하중을 달리 고려하는 것은 지반 증폭의 영향을 고려하기 위함이다. Fig. | |
우리나라 최초의 내진설계기준은 무엇인가? | 우리나라 최초의 내진설계기준은 1988년 ‘건축물의 구조기준 등에 관한 규칙’[1]에 내진설계에 대한 사항이 포함되며 시작되었다. 당시로는 최신의 내진설계기준이었던 미국의 ATC3-06 (1978)에 바탕을 둔 것으로 이후 2005년 건축구조설계기준(Korean Building Code, KBC)[2]이 고시되기까지 큰 틀의 변동 없이 적용되었다[3]. | |
지반증폭 영향은 어떻게 작용하는가? | Fig. 2와 같이 지진원에서 전파되어 기반암에 이른 지진파(Bedrock Motion)는 기반암 상부 지반에서 증폭(Site Amplification)되어 지표면에 증폭된 하중(Free-field Motion)으로 작용한다. 지반증폭은 주파수영역 해석에서 전달함수(Transfer Function)를통해 고려할 수 있는데 전달함수는 Fig. |
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