• 제목/요약/키워드: Ground characteristics

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유사 강지진동을 이용한 수평 및 수직지반응답의 Amplification Factor 스펙트럼 분석 (Analysis of Amplification Factor Spectrum Using Strong Ground Motions Compatible to the Domestic Seismotectonic Characteristics)

  • 김준경;박창업;조봉곤;지헌철
    • 한국지진공학회논문집
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    • 제1권1호
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    • pp.25-29
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    • 1997
  • 실제 관측된 강지진동을 이용하여 증폭요소 스펙트럼을 구하였으며 그 결과를 미국에서 개발된 표준응답 스펙트럼과 비교 및 분석하였다. 본 연구를 위하여 국내의 지진지체구조특성을 충분히 대표 가능한 지진을 선택하였으며 구체적으로 Miramichi, Nahanni, Saguenay 및 New Madrid Earthquake (19 수직성분, 36 수평성분)으로부터 관측된 강지진동을 증폭요소 스펙트럼 분석에 이용하였다. 국내의 지진지체구조특성을 충분히 대표 가능한 지진으로부터 강지진동을 처리하여 수평 및 수직성분에 대한 응답을 계산하고 응답결과를 각각의 성분에 대하여 실제 관측된 강지진동값과 비교를 통하여 증폭요소 스펙트럼을 구하였다. 구하여진 증폭요소 스펙트럼을 미국에서 개발된 표준응답 스펙트럼과 비교 분석한 결과 수평 및 수직성분 공통적으로 약 10Hz 이상의 대역에서 본 연구로부터 구하여진 증폭요소 스펙트럼이 표준응답 스펙트럼에서 제시된 값보다 더 초과하고 있음을 보여주었다. 이러한 결과는 국내의 지진지체구조를 대표하는 지진이 향후 발생하여 이 지진으로부터 관측가능한 강지진동을 이용하여 응답스펙트럼을 분석할 경우 특히 약 10Hz 이상의 대역에서 구하여진 증폭요소 스펙트럼이 표준응답 스펙트럼이 제시한 값보다 초과할 가능성이 있음을 의미한다.

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입력지진파 차이로 인한 지반응답 분산도 평가 연구 (Evaluation of Ground Response Dispersion Caused by the Difference of Input Ground Motions)

  • 김진만;류정호;권기철;심재호;김제경
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2007년 가을학술발표회
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    • pp.293-304
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    • 2007
  • In 2007, Round Robin Test (RRT) on ground response analyses has been conducted by the technical committee of Soil Dynamics and Geotechnical Earthquake Engineering of Korean Geotechnical Society. Total 14 teams have reported 16 different results. This paper discusses the evaluation of ground response dispersion caused by the difference of input ground motions. In order to determine the characteristics of ground response, this study analysed the peak ground acceleration, predominant period, and response spectrum of reported ground surface motions. The results suggest that ground response dispersion due to the difference of input ground motions can be significant.

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지반조건, 굴착특성 및 지층구성을 고려한 터널굴착 유발 지반변위 거동분석 (Analysis of Ground Movements due to Tunnel Excavation Considering Ground Conditions, Excavation Characteristics, and Ground Layer Formations)

  • 손무락;윤종철
    • 대한토목학회논문집
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    • 제29권5C호
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    • pp.239-250
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    • 2009
  • 본 논문에서는 지반의 지반조건, 굴착특성 및 지층구성을 고려한 터널굴착 유발 주변지반의 침하 및 수평변위에 대한 거동특성을 수치해석적 방법으로 조사하였다. 이를 위해서 먼저 지반변위 예측방법에 관한 관련 사례조사 및 문제점분석을 수행하고, 이를 바탕으로 한 수치해석적 매개변수연구를 수행하였다. 이러한 사례조사의 분석결과는 지반조건에 따른 주변 지반변위의 특성을 일차적으로 파악하기 위해 이용되며, 또한 기존방법의 문제점을 파악함과 동시에 수치해석적 매개변수연구를 위한 기초자료로서 활용된다. 수치해석적 매개변수연구는 먼저 굴착유발 주변 지반변위 계측이 신뢰성 있게 측정된 사례를 토대로 시뮬레이션을 실시하여 수치해석상 필요한 접근방법 및 적합한 지반모델을 설정하고, 이를 토대로 지반조건, 굴착 특성 및 지층구성을 달리한 매개변수 연구를 수행하였다. 이러한 과정을 수행한 후 굴착으로 인한 주변지반의 침하 및 수평 지반변위가 변해가는 과정을 종합적으로 분석하여 그 거동을 파악하였다.

광대역 하이브리드 기법과 지반응답 해석을 통한 낙동강 삼각주 지역의 가상지진 지반운동 시뮬레이션 (Ground Motion Simulation of Scenario Earthquakes in the Nakdonggang Delta Region using a Broadband Hybrid Method and Site Response Analysis)

  • 김재휘;오준수;정석호
    • 한국지진공학회논문집
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    • 제28권5호
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    • pp.233-247
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    • 2024
  • The damage to structures during an earthquake can be varied depending on the frequency characteristics of seismic waves and the geological properties of the ground. Therefore, considering such attributes in the design ground motions is crucial. The Korean seismic design standard (KDS 17 10 00) provides design response spectra for various ground classifications. If required for time-domain analysis, ground motion time series can be either selected and adjusted from motions recorded at rock sites in intraplate regions or artificially synthesized. Ground motion time series at soil sites should be obtained from site response analysis. However, in practice, selecting suitable ground motion records is challenging due to the overall lack of large earthquakes in intraplate regions, and artificially synthesized time series often leads to unrealistic responses of structures. As an alternative approach, this study provides a case study of generating ground motion time series based on the hybrid broadband ground motion simulation of selected scenario earthquakes at sites in the Nakdonggang delta region. This research is significant as it provides a novel method for generating ground motion time series that can be used in seismic design and response analysis. For large-magnitude earthquake scenarios close to the epicenter, the simulated response spectra surpassed the 1000-year design response spectra in some specific frequency ranges. Subsequently, the acceleration time series at each location were used as input motions to perform nonlinear 1D site response analysis through the PySeismoSoil Package to account for the site response characteristics at each location. The results of the study revealed a tendency to amplify ground motion in the mid to long-period range in most places within the study area. Additionally, significant amplification in the short-period range was observed in some locations characterized by a thin soil layer and relatively high shear wave velocity soil near the upper bedrock.

봉상접지전극의 접지임피던스의 주파수의존성의 분석 (Analysis of the Frequency Dependent Characteristics of Ground Impedance of a Ground Rod)

  • 이복희;엄주홍
    • 대한전기학회논문지:전기물성ㆍ응용부문C
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    • 제53권8호
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    • pp.426-432
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    • 2004
  • This paper presents a systematic approach of measurement, modeling and analysis of grounding system impedance in the field of lightning protection system and intelligent power equipments. The measurement and analysis system of ground impedance is based on a computer aided technique. The magnitude and phase of ground impedance were determined by the novel measurement and analysis using the revised fall-of-potential method. The ground impedances of the ground rod of 50 m long are considerably dependent on the frequency. The ground impedance is mainly resistive in the frequency range of 3-20 kHz. At higher frequencies, the reactive components of the ground impedances are no longer negligible and the inductance of the ground rod was found to be the core factor deciding the ground impedance. Although the steady-state ground resistance of the ground rod of 50 m was less than that of the ground rod of 10 m, the ground impedances of the ground rod of 50 m over the frequency range of more than 60 kHz were much greater than those of the ground rod of 10 m. Furthermore, the equivalent circuit model based on the measured data was proposed. and the calculated results were in approximately agreement with the measured data.

양산물금지구 피압수 특성에 관한 연구 (A Study of Artesian Characteristics in Yangsan/Mulgeum Site)

  • 한영철;유갑용
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1999년도 가을 학술발표회 논문집
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    • pp.123-130
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    • 1999
  • This paper presents a study of geotechnical treatment for artesian pressure after extensive investigation was performed on the distribution and characteristics of artesian condition which exists at Yangsan/Mulgeurn site. The result of analysis indicates that the artesian pressure seems to be up to 2.9M above the existing ground surface, originating from the higher ground water recharging sources in the surrounding hills and mountains. There is no harmful effect after the site development since the height of embankment is more than 4M above the existing ground surface.

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알루미늄 스크랩을 이용하여 제작한 접지 전극의 전압-전류 특성 (I-V characteristics of ground electrode fabricated using an aluminium scrap)

  • 이우선;정용호;박진성
    • E2M - 전기 전자와 첨단 소재
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    • 제9권8호
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    • pp.806-812
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    • 1996
  • I-V characteristics of ground electrode fabricated using an aluminium scrap are presented. We fabricated several shapes of aluminium scraps and aluminium electrodes. The results show that the current of aluminium electrode increased linearly by the voltage increase. AC breakdown voltage of copper plate electrode was higher than that of aluminium electrode. AC breakdown current of aluminium electrode was higher than that of copper plate electrode. As applied voltage increased, grounding resistance of aluminum electrode decreased linearly.

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Near Field 지진의 특징과 구조응답에 대한 영향 (Characteristics of Near Field Earthquakes and its effect on Seismic demands)

  • 배미혜;권오성;한상환
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2002년도 봄 학술발표회 논문집
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    • pp.208-213
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    • 2002
  • Near field ground motions contain distinct, large amplitude pulses in both velocity and displacement. This paper presents an investigation on the characteristics of near filed earthquakes and their effects on seismic demands. For this purpose 20 sets of near field ground motion and 20 sets of far filed ground motion are compared with respect to Linear Elastic Response Spectrum(LERS), Response Modification Factor(R), Inelastic Response Spectrum(IRS), and performance point of Capacity Spectum Method(CSM).

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지중 열교환기 성능 분석을 위한 지반 열물성 조사 (Investigation of ground thermal characteristics for performance analysis of borehole heat exchanger)

  • 심병완;송윤호;김형찬;조병욱;박덕원;임도형;이영민
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2005년도 제17회 워크샵 및 추계학술대회
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    • pp.587-590
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    • 2005
  • A detailed geothermal characteristics survey with numerical simulations of the heat transfer in a site for ground source heat pump system is necessary for deploying a shallow geothermal utilization system. Density, specific heat, thermal diffusivity, and thermal conductivity are measured on 91 core samples from a 300 m deep borehole in KIGAM(Korea Institute of Geoscience and Mineral Resources). The heat flow is estimated from the thermal gradient and average thermal conductivity and the correlation between fracture system and hydraulic conductivity is analyzed. From the obtained ground information of the study site the performance of the ground heat pump system can be analyzed with some detailed numerical simulations for seasonal heat pump operation skill and optimal system design techniques.

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Study on the Aerodynamic Characteristics of Wings Flying Over the Nonplanar Ground Surface

  • Han, Cheol-Heui;Lee, Kye-Beom;Cho, Jin-Soo
    • International Journal of Aeronautical and Space Sciences
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    • 제3권2호
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    • pp.82-87
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    • 2002
  • Aerodynamic analysis of NACA wings moving with a constant speed over guideways are performed using an indirect boundary element method (potential-based panel method). An integral equation is obtained by applying Green's theorem on all surfaces of the fluid domain. The surfaces over the wing and the guideways are discretized as rectangular panel elements. Constant strength singularities are distributed over the panel elements. The viscous shear layer behind the wing is represented by constant strength dipoles. The unknown strengths of potentials are determined by inverting the aerodynamic influence coefficient matrices constructed by using the no penetration conditions on the surfaces and the Kutta condition at the trailing edge of the wing. The aerodynamic characteristics for the wings flying over nonplanar ground surfaces are investigated for several ground heights.