• 제목/요약/키워드: Single Ground

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Newmark $\beta$ 방법에 의한 지반진동의 단자유도계 구조물 동적응답 시간이력 해석 (Time-History Analysis on Structure Dynamic Response for the SDOF System of Ground Vibration by the Newmark $\beta$ method)

  • 김종인;강성승
    • 터널과지하공간
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    • 제20권4호
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    • pp.292-298
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    • 2010
  • 본 연구는 발파진동에 의한 지반진동이 구조물에 미치는 영향을 평가하기 위함이다. 이를 위하여 지반에서 측정한 자료를 토대로 Newmark $\beta$ 방법을 이용하여 단자유도계(SDOF)를 가정한 구조물 동적응답 시간이력과 구조물에서 직접 측정한 진동 시간이력을 비교 하였다. 지반과 구조물의 측정 자료로부터 시간이력을 해석한 결과, 단일공 발파와 20 ms 단차 발파에서 지반진동과 구조물 사이의 진동 크기는 약 3배의 차이로 구조물에서 더 큰 진동을 보이는 것으로 나타났다. 구조물 동적응답 시간이력을 해석한 결과, 그 값은 구조물에서 직접 측정한 자료와 유사한 최대 진동속도를 보였으며, 이것은 구조물 하부 지반에서 측정된 지반진동 측정자료에 근거하여 구조물의 진동특성을 예측할 수 있음을 지시한다.

주거용 건물 지열원 멀티 히트펌프시스템의 지열순환펌프 가변유량제어에 관한 실증연구 (An Experimental Study on Variable-Speed Control of an Ground-Water Circulation Pump for a Ground Source Multi-Heat Pump System)

  • 송수원
    • 설비공학논문집
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    • 제25권8호
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    • pp.443-449
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    • 2013
  • The purpose of this study is to propose an enhanced variable-speed control method of ground-water circulation pumps using inlet and outlet ground-water temperature difference and analyze its effect for the ground source multi-heat pump system installed in a single-family house. As a result, it has shown to significantly reduce the electricity use of ground-water circulation pump and improve overall system Coefficient of Performance (COP) due to the proposed variable-speed control under partial load conditions after oversized and inefficient single-speed pump retrofit.

지하수 열원 열펌프 개발을 위한 지하수 온도의 변화 특성 연구 (A Study on the Variation of Ground Water Temperature for Development of Ground Water Source Heat Pump)

  • 남현규;김영일;서정아;신영기
    • 한국지열·수열에너지학회논문집
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    • 제1권2호
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    • pp.1-6
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    • 2005
  • Ground water source heat pumps are clean, energy-efficient and environment-friendly systems for cooling and heating. Although the initial cost of ground water source heat pump system is higher than that of air source, it is now widely accepted as an economical system since the installation cost can be returned within a short period of time due to its high efficiency. In a ground water source heat pump system, the variation of the ground water temperature is an important factor that influences the system performance. In this study, variation of the ground water temperature of a single well system is studied experimentally for various operating conditions. When ground water flow exists in the underground, the returned water exchanges heat efficiently with the ground and the temperature of the ground water remains nearly constant. Hence the short circuit problem is minimized. If an active flow of ground water flow exists in the underground, a singe well heat pumps system will be free of short circuit problem and can operate with high performance.

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3상 4선식 인터링킹 컨버터의 1선 지락 사고 발생 시 3D SVM 기법 (A New 3D SVM Method under Single-Line-to-Ground Fault in Three Phase Four Wire Interlinking Converter)

  • 안창균;최봉연;김미나;강경민;이훈;원충연
    • 전력전자학회:학술대회논문집
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    • 전력전자학회 2019년도 추계학술대회
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    • pp.106-107
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    • 2019
  • This paper propose a new 3D SVM method for three-phase four wire inverter for fault isolation at a single line ground fault. The available switching combination for isolation of a single line ground fault was analyzed. Using this method, voltage vector diagrams according to each switching combination were classified according to various ground fault situations, and 3D SVM method was performed by generating command for fault isolation. The proposed methods are mathematically analyzed and verified by PSIM simulation.

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지중 전력 선로 편단접지 시스템에서의 병행지선 및 SVL 설치방안 (Installation Methodology of Parallel Ground Conductor and SVL for Single Point Bonding System on Underground Power Cable)

  • 하체웅
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2008년도 추계학술대회 논문집 전력기술부문
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    • pp.119-121
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    • 2008
  • In underground power cable system, the device for limiting over-voltage is needed when transient over-voltage break out between sheath and ground. For this reason, the SVL(Sheath Voltage Limiter) has been applied on weak points. But the broken SVLs which are installed on the single point bonding system on underground cable are frequently found. In this paper, EMTP(Electromagnetic Transient Program) is utilized to analyze effects on the installation methodology of the parallel ground conductor and SVL for the single point bonding system on the underground cable. The result shows that the proposed installation methodology can be applied for single point bonding system and contribute for power system stabilization.

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ANGLES ONLY ORBIT DETERMINATION FROM SINGLE TRACKING STATION

  • Lee Byoung-Sun;Hwang Yoola
    • 한국우주과학회:학술대회논문집(한국우주과학회보)
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    • 한국우주과학회 2004년도 한국우주과학회보 제13권2호
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    • pp.304-307
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    • 2004
  • Satellite orbit determination using angles only data from single ground station is carried out. The KOMPSAT-1 satellite mono-pulse angle tracking data from 9-meter S-band antenna at KARI site in Daejeon are used for the orbit determination. Various angle tracking arcs from one-day to five-day are processed and the orbit determination results are analyzed. Antenna pointing data are predicted based on the orbit determination results to check the possibility of re-acquisition and tracking of the satellite signal. Normal satellite mission operations including orbit determination, antenna prediction, satellite re-acquisition and automatic tracking from predicted antenna angle pointing data are concluded to be possible when three-day angle tracking data from single tracking station are used for the orbit determination.

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터널근접시공에 의한 기 존재하는 인접말뚝의 거동에 지반보강이 미치는 영향에 대한 연구 (A study on the effects of ground reinforcement on the behaviour of pre-existing piles affected by adjacent tunnelling)

  • 전영진;김성희;김정섭;이철주
    • 한국터널지하공간학회 논문집
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    • 제19권3호
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    • pp.389-407
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    • 2017
  • 본 연구는 단독말뚝 또는 군말뚝 형태의 기초 하부를 터널이 근접통과할 경우 말뚝의 거동을 파악하기위해 3차원 유한요소해석을 수행하였다. 이때 터널과 말뚝기초 사이의 지반보강 조건별로 수치해석을 수행하여 결과를 분석하였다. 수치해석에서는 터널굴착으로 인해 유발된 말뚝침하, 축력, 전단응력 및 터널 주변지반의 전체변위를 고찰하였다. 단독말뚝의 두부침하는 지반보강의 범위가 가장 넓은 경우 지반보강을 고려하지 않은 말뚝에 비해 약 16% 감소하며, 말뚝의 최대 축력 또한 지반보강을 고려하지 않은 말뚝에 비해 약 30% 감소하는 것으로 분석되었다. 터널굴착에 따른 말뚝의 거동은 지반보강길이 (종방향 보강)보다는 보강각도(횡방향 보강)에 대해 더 크게 영향을 받는 것으로 분석되었다. 한편 오직 기초판 보강만을 실시한 군말뚝의 경우 선단부근 지반의 변위는 보강을 고려하지 않은 조건의 지반 변위와 비슷하게 나타났다. 이에 비해 말뚝두부에서는 기초판이 말뚝을 크게 구속하여 타 조건 말뚝의 경우에 비해 말뚝상부에서 축력이 약 2.5배 증가하는 것으로 분석되었다. 본 연구를 통해 보강조건에 따른 단독말뚝 및 군말뚝의 거동에 영향을 미치는 주요인자를 심도 있게 고찰하였다.

1선 지락사고에 대한 초전도한류기의 불평형 특성 (Unbalanced Characteristics of the Superconducting Fault Current Limiters with a Single Line-to-ground Fault)

  • 최효상;이나영;이상일
    • 한국전기전자재료학회논문지
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    • 제18권9호
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    • pp.851-855
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    • 2005
  • We investigated the unbalanced characteristics of the superconducting fault current limiters (SFCLs) based on YBCO thin films with a single line-to-ground fault. When a single line-to-ground fault occurred, the short circuit current of a fault phase increased about 6 times of transport currents after the fault onset but was effectively limited to the designed current level within 2 ms by the resistance development of the SFCL. The fault currents of the sound phases almost did not change because of their direct grounding system. The unbalanced rates of a fault phase were distributed from 6.4 to 1.4. It was found that the unbalanced rates of currents were noticeably improved within one cycle after the fault onset. We calculated the zero phase currents for a single line-to-ground fault using the balanced component analysis. The positive sequence resistance was reduced remarkably right after the fault onset but eventually approached the balanced positive resistance component prior to the system fault. This means that the system reaches almost the three-phase balanced state in about 60 ms after the fault onset at the three-phase system.

유성볼밀링으로 제조한 2성분 정제의 인장강도 변화 (Tensile Strength Variation of Binary Tablets Produced by Planetary Ball Milling)

  • 심철호
    • Journal of Pharmaceutical Investigation
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    • 제38권1호
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    • pp.1-8
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    • 2008
  • Planetary ball mill was used to decrease and control the particle size of excipients. The effects of the weight of sample and the revolution number of mill, and grinding time on the particle size of the ground sample were analyzed by response surface methodology. The optimum conditions for the milling of microcrystalline cellulose were 38.82 g of the weight of sample and 259 rpm of the revolution number of mill, and 45 minutes of grinding time. The predicted value of the particle size at the these conditions was $19.02{\mu}m$, of which the experimental value at the similar conditions was $18.68{\mu}m$. The tensile strength of tablets of single-component powders, such as microcrystalline cellulose, hydroxypropylmethyl cellulose and starch, binary mixtures and ground binary mixtures of these powder were measured at various relative densities. It was found that the logarithm of the tensile strength of the tablets was proportional to the relative density. A simple model, based upon Ryshkewitch-Duckworth equation that was originally proposed for porous materials, has been developed in order to predict the relationship between the tensile strength and relative density of ground binary tablets based on the properties of the constituent single-component powders. The validity of the model has been verified with experimental results for ground binary mixtures. It has demonstrated that this model can well predict the tensile strength of ground binary mixtures based upon the properties of single-component powders, such as true density, and the compositions. When the tensile strength of the mixture of microcrystalline cellulose hydroxypropylmethyl cellulose (90:10) and the ground mixture of them were compared, the tensile strength of the ground mixture decreased widely from 45.3 to 5.6% compared to the mixture in case the relative density of tablets was in the range of $0.7{\sim}0.9$. When the tensile strength of the mixture of microcrystalline cellulose starch (80:20) and the ground mixture of them were compared, the tensile strength of the ground mixture decreased widely from 31.0 to 11.6% compared to the mixture in case the relative density of tablets was in the range of $0.7{\sim}0.9$.

점토와 모래가 포함된 다층지반의 경험토압 산정방법에 관한 연구 (The Calculation Method of Apparent Earth Pressure in Multi-Layered Ground with Clay and Sand)

  • 김병일;홍강한;김진해;한상재
    • 한국지반신소재학회논문집
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    • 제20권1호
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    • pp.21-34
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    • 2021
  • 단일지반에서의 경험토압을 다층지반에 적용할 때 각 지층이 토압에 기여하는 효과를 고려할 수 없는 문제 등을 해결하고자 국내외에서 지반굴착시 측정된 토압을 조사하고 분석하였다. 다층지반의 토압은 단일지반의 경험토압과 상이하고, 대표 토질이 아닌 지층의 토압 기여 효과를 고려할 수 없음을 확인하였다. 본 연구에서는 기존의 단일지반에 대한 경험토압 산정방법을 다층지반까지 확장하여 단일지반과 다층지반 모두 적용 가능한 방법을 제안하고 검증하였다. 제안방법은 굴착심도 0.1Z/H 이하에서 실측값에 더 근접한 토압을 예측하는 등 기존 단일지반의 토압보다 예측 신뢰도가 우수한 것으로 평가되었다. 제안방법 중 주동상태에서의 파괴면적비를 고려하는 방법이 지반공학적 타당성을 갖추고도 실측토압과 가장 유사한 결과를 도출하였다. 또한, 제안방법의 적용성을 확인하고자 실제 설계사례에 대해 제안방법과 기존 방법의 설계 결과를 비교 분석하여 제시하였다.