• 조명전기설비학회논문지
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• 제20권1호
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• pp.65-70
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• 2006

본 논문은 임펄스전류에 따른 접지시스템의 과도 특성에 관한 것으로 임펄스 전류를 심매설 봉상 접지전극과 그리드 접지전극에 인가하였을 때 나타나는 과도접지임피던스를 조사하였다. 과도접지임피던스는 인가전류의 상승시간과 접지전극의 크기 및 형태에 강하게 의존하며, 접지전극의 인덕턴스는 짧은 시간 영역에서 접지시스템의 과도 접지임피던스에 크게 영향을 미치는 것으로 나타났다. 또한 심매설 봉상접지전극은 짧은 시간영역에서 과도접지임피던스를 줄이는데 효과적이었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2007년 가을학술발표회
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• pp.305-316
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• 2007

Free field ground motion during earthquake is significantly affected by the local soil conditions and it is essential for the seismic design to perform the site specific ground response analysis. So, Round Robin Test (RRT) on ground response analysis was performed for three sites in Korea. A total of 12 teams presented the results of ground response analysis with used input soil properties based on own judgement. In this paper, the results of one dimensional equivalent linear analysis presented by 11 teams were compared to evaluate the effect of input soil properties on ground response analysis. Additionally, 4 influence factors on ground response analysis, that is shear wave velocity of soil layer, nonlinear dynamic deformational characteristics, bedrock depth and bedrock velocity were studied for assumed simple soil conditions.

• 한국공간구조학회:학술대회논문집
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• 한국공간구조학회 2008년도 춘계 학술발표회 논문집
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• pp.70-73
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• 2008

연약지반의 깊이차, 연약대 및 경사면 등에 따른 지반침하의 영향에 의해 석탑구조물은 기울어짐, 변형과 균열현상 등이 발생함으로써 석탑구조물의 장기적인 보존에 문제점이 발생되고 있다. 하지만 국내의 경우 연약지반 특성을 고려한 상부 석탑구조물의 거동에 대한 연구는 미비한 실정이다. 따라서 본 연구는 연약지반 특성에 따른 역학적 분석을 통해 연약지반의 깊이차와 기울어짐 발생에 따른 영향을 고려하여 석탑구조물에 끼치는 구조적인 영향을 파악하고, 개별요소해석기법을 통해 연약지반 특성에 따른 석탑구조물의 구조모델링 및 구조해석을 수행하고자 한다.

• Structural Engineering and Mechanics
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• 제34권6호
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• pp.755-778
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• 2010

Near-fault ground motion with directivity or fling effects is significantly influenced by the rupture mechanism and substantially different from ordinary records. This class of ground motion has large amplitude and long period, exhibits unusual response spectra shapes, possesses high PGV/PGA and PGD/PGA ratios and is best characterized in the velocity and the displacement time-histories. Such ground motion is also characterized by its energy being contained in a single or very few pulses, thus capable of causing severe damage to the structures. This paper investigates the characteristics of near-fault pulse-like ground motions and their implications on the structural responses using new proposed measures, such as, the effective frequency range, the energy rate (in time and frequency domains) and the damage indices. The paper develops also simple mathematical expressions for modeling this class of ground motion and the associated structural responses, thus eliminating numerical integration of the equations of motion. An optimization technique is also developed by using energy concepts and damage indices for modeling this class of ground motion for inelastic structures at sites having limited earthquake data.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2004년도 춘계학술대회
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• pp.2117-2122
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• 2004

The main objective of the present study is to investigate the performance characteristics of a ground source heat pump (GSHP) system with a 130 m vertical 60.5 mm nominal diameter U-bend ground heat exchanger. In order to evaluate the performance analysis, the GSHP system connected to a test room with 90 $m^2$ floor area in the Korea Institute of Construction Technology ($37^{\circ}39'$ N, $126^{\circ}48'$ E) was designed and constructed. This GSHP system mainly consisted of ground heat exchanger, indoor heat pump and measuring devices. The cooling and heating loads of the test room were 5.5 and 7.2 kW at design conditions, respectively. The experimental results were obtained from July to January in cooling and heating season of $2003{\sim}2004$. The cooling and heating performance coefficients of the system were determined from the experimental results. The average cooling and heating COPs for the system were obtained to be 4.82 and 3.02, respectively. The temperature variations in ground and the ground heat exchanger surface at different depths were also measured.

• 한국지진공학회논문집
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• 제25권1호
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• pp.33-42
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• 2021

The design response spectrum presented in the seismic design standard reflects the characteristics of the tectonic environment at a site. However, since the design response spectrum does not represent the ground motion with a specific earthquake magnitude or distance, input ground motions for response history analysis need to be selected reasonably. It is appropriate to use observed ground motions recorded in Korea for the seismic design. However, recently recorded ground motions in the Gyeongju (2016) or Pohang (2017) earthquakes are not compatible with the design response spectrum. Therefore, it is necessary to convert the recorded ground motion in Korea to a model similar to the design response spectrum. In this study, several approaches to adjust the spectral acceleration level at each period range were tested. These are the intrinsic and scattering attenuation considering the earthquake environment, magnitude, distance change by the green function method, and a rupture propagation direction's directivity effect. Using these variables, the amplification ratio for the representative natural period was regressed. Finally, the optimum condition compatible with the design response spectrum was suggested, and the validation was performed by converting the recorded ground motion.

• 한국지반환경공학회 논문집
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• 제8권2호
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• pp.29-39
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• 2007

본 연구에서는 제방축조에 의해 연약점토지반에서 발생되는 지반의 변위 및 변형형태를 파악하기 위하여 제방높이, 지반의 비배수 전단강도, geotextile의 설치여부와 중력수준을 변화시키면서 원심모형시험을 실시하였다. 실험결과, 제방하중에 의한 지반의 치환단면은 geotextile을 설치하지 않은 경우 포물선 형태를 나타내었고, geotextile을 설치한 경우에는 제방하부에서 균일한 침하단면을 나타내는 사다리꼴 형태를 나타내었다. 치환각도는 제방높이와 중력수준이 증가할수록 그리고 지반의 비배수 전단강도가 작을수록 거의 선형적으로 증가하는 것으로 나타났다. 최대 수평변위가 발생하는 위치는 지표면에서 점토층 깊이의 $0.24{\sim}0.35H_0$($H_0$ : 초기 모형지반의 높이) 지점으로 평균 0.3H0인 것으로 나타났으며, geotextile을 설치하지 않은 경우 지반의 최대침하량(S)과 최대 수평변위(${\delta}_m$)는 ${\delta}_m$ = 0.54S, geotextile을 설치한 경우에는 ${\delta}_m$ = 0.60S의 관계를 나타내었다.

• Journal of Advanced Marine Engineering and Technology
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• 제32권8호
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• pp.1248-1256
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• 2008

In this paper, basic characteristics of transmission line employing PPGM (periodically perforated ground metal) were investigated using theoretical and experimental analysis.According to the results, unlike the conventional PBG (photonic band gap) structures, the characteristic impedance of the transmission line employing PPGM structure showed a real value, which exhibited a very small dependency on frequency. The transmission line employing PPGM structure showed a loss (per quarter wave length) higher by $0.1{\sim}0.2\;dB$ than the conventional microstrip line. According to the investigation of the dependency of RF characteristic on ground condition, the RF characteristic of the transmission line employing PPGM structure was hardly affected by the ground condition in the frequency lower than Ku band, but fairly affected in the frequency higher than Ku band, which indicated that coplanar waveguide employing PPGM structure was optimal for RF characteristic and reduction of size. Considering above results, impedance transformer was developed using coplanar waveguide with PPGM structure for the first time, and good RF characteristics were observed from the impedance transformer. In case that {\lambda}/4$ impedance transformer with a center frequency of 9 GHz was fabricated for a impedance transformation from 20 to10 {\Omega}$, the line width and length were 20 and $500\;{\mu}m$, respectively, and its size was only 0.64 % of the impedance transformer fabricated with conventional microstrip lines. Above results indicate that the transmission line employing PPGM is a promising candidate for a development of matching and passive elements on MMIC.

• 한국지반공학회논문집
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• 제33권1호
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• pp.39-56
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• 2017

지반앵커의 인발능력을 평가하기 위해서는 앵커 정착장에 작용하는 축력 및 마찰응력 분포특성을 검토해야 한다. 그러나 지반앵커의 하중전이특성에 대한 해석적 방법은 현재 기준화되지 않았으며 또한 이와 관련된 연구도 부족한 실정이다. 따라서 본 논문에서는 마찰(인장)형 지반앵커를 대상으로 풍화토 지반조건에서 작용하중별 정착장에 작용하는 축력 분포와 주면마찰응력분포 특성을 모사할 수 있는 해석적 방법을 검토하였으며, 본 해석적 방법을 통해 주면마찰응력의 진행적 변화거동 특성을 분석하였다. 검토결과 제안된 해석적 방법에 의한 정착장 축력 및 주면마찰응력 분포가 현장실험결과와 비교적 유사함을 확인하였다.

• 한국전산구조공학회논문집
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• 제33권1호
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• pp.45-53
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• 2020

액체저장탱크의 지진 거동은 유체-구조물 상호작용에 의해 복잡하게 나타나므로, 이 시스템의 지진응답과 피해를 정확하게 예측하기 위해서는 이를 엄밀히 고려하여야 한다. 이 연구에서는 유체-구조물 상호작용을 엄밀히 고려하여 양방향 수평 지반운동이 작용하는 직사각형 액체저장탱크의 지진응답 해석을 수행하고 그 응답 특성을 분석하고자 한다. 이를 위해 지진하중 작용 시 발생하는 유체 동수압을 유한요소 기법을 사용하여 산정하고, 이 동수압을 구조물의 유한 요소에 작용하여 전체 시스템의 동적 거동을 모사한다. 예제 직사각형 액체저장탱크의 지진응답 해석을 통하여 대상 시스템의 동적 거동은 양방향 수평 지반운동이 작용하는 방위각에 의해 유의미한 영향을 받음을 확인할 수 있다. 그러므로 직사각형 액체저장탱크의 내진설계를 수행하거나 내진성능을 검토할 때는 이러한 특성을 고려하여야 할 것이다.