최근 저층 건축물에 대한 지진피해 위험성이 높아진 반면, 한옥에 대한 내진성능에 대한 연구는 부족한 현실이다. 이에 24개 한옥을 대상으로 상시미동측정실험을 실시하여, FFT(Frequency Response Function) 분석을 이용하여 한옥의 동적특성을 분석하였고 인력가진 실험을 통하여 감쇠정수를 파악하였다. 실험결과 한옥의 1차 고유진동수는 1.95 Hz에서 7.45 Hz까지로 나타났다. 감쇠율은 5% 이하로 측정되었고, 건물높이에 따른 고유주기는 T=0.0616h로 나타났다. 평면 형태에서 ㄱ자 형태 건축물은 장단비가 크며 고유진동수가 낮다. 하지만 ㄱ자 형태 건축물은 장단비가 작지만 고유진동수는 높은 경향을 가지고 있다.
최근 저층 건축물에 대한 지진피해 위험성이 높아진 반면, 한옥에 대한 내진성능에 대한 연구는 부족한 현실이다. 이에 24개 한옥을 대상으로 상시미동측정실험을 실시하여, FFT(Frequency Response Function) 분석을 이용하여 한옥의 동적특성을 분석하였고 인력가진 실험을 통하여 감쇠정수를 파악하였다. 실험결과 한옥의 1차 고유진동수는 1.95 Hz에서 7.45 Hz까지로 나타났다. 감쇠율은 5% 이하로 측정되었고, 건물높이에 따른 고유주기는 T=0.0616h로 나타났다. 평면 형태에서 ㄱ자 형태 건축물은 장단비가 크며 고유진동수가 낮다. 하지만 ㄱ자 형태 건축물은 장단비가 작지만 고유진동수는 높은 경향을 가지고 있다.
In Recent, researches for the earthquake-resistant performance of Korean wooden house are insufficient, although earthquake occurrences are steadily increased in Korea. The primary purpose of this research is to find out dynamic characteristics such as natural frequency and damping factor of Korean ...
In Recent, researches for the earthquake-resistant performance of Korean wooden house are insufficient, although earthquake occurrences are steadily increased in Korea. The primary purpose of this research is to find out dynamic characteristics such as natural frequency and damping factor of Korean wooden house. To evaluate the dynamic characteristics, micro tremor measurements are performed for 24 sites. And for each site, the natural frequency is determined by Fast Fourier Transform analysis, and damping factor is analyzed by synchronized human excitation. From the test results, the damping factor was measured less than 5%, and primary natural frequency of 24 sites were ranged from 1.9 Hz to 7.45 Hz due to the period of house use, the types of construction method, structural changes and so on. And natural frequency is affected by plan type, and plan aspect ratio. Using regression analysis with 24 houses, the natural period equation regarding to the height is suggested.
In Recent, researches for the earthquake-resistant performance of Korean wooden house are insufficient, although earthquake occurrences are steadily increased in Korea. The primary purpose of this research is to find out dynamic characteristics such as natural frequency and damping factor of Korean wooden house. To evaluate the dynamic characteristics, micro tremor measurements are performed for 24 sites. And for each site, the natural frequency is determined by Fast Fourier Transform analysis, and damping factor is analyzed by synchronized human excitation. From the test results, the damping factor was measured less than 5%, and primary natural frequency of 24 sites were ranged from 1.9 Hz to 7.45 Hz due to the period of house use, the types of construction method, structural changes and so on. And natural frequency is affected by plan type, and plan aspect ratio. Using regression analysis with 24 houses, the natural period equation regarding to the height is suggested.
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