• 제목/요약/키워드: Common-ground

검색결과 673건 처리시간 0.021초

저항을 이용한 주름진 DGS에서 불요 전자파 방사의 억압 방법 (A Suppression of the Undesired Radiation on the Corrugated DGS by using Resisror)

  • Kim, Gi-Rae
    • 대한전자공학회논문지TC
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    • 제40권11호
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    • pp.72-76
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    • 2003
  • 마이크로 스트립 선로 구조에서 접지면에 슬롯을 갖는 DGS는 디지털 회로의 스위칭 모드 잡음에 의한 영향으로부터 아날로그/RF 회로를 보호할 수 있다. 그러나 기본적인 구조는 접지면의 불연속에 의해 불요 전자파를 기준값 이상으로 방사하여 전자파 장애를 일으킬 수 있다. 본 논문에서 제안된 구조인 주름진 DGS는 전자파 방사를 상대적으로 억압할 수 있으며 또한 슬롯에 저항을 두고 이를 이용하여 전자파 방사의 억압을 제어할 수 있다.

Wibro 기반 비행기지 방어전력 위치식별체계 구축 및 실험 (Implementation and Evaluation of the Wibro-based Location Identification System for Air Base Protection Force)

  • 표상호;구정;고영배;김기형
    • 한국군사과학기술학회지
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    • 제15권3호
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    • pp.306-314
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    • 2012
  • This paper proposes a new system to maximize efficiency of Air Base Protection Operations through the development of location identification software. The Wibro-based location identification system for Air Base Protection Force offers Blue Ground Force digitalized character message which is not exposed to enemy. Also, it is possible to automatically provide the location of Blue Ground Force to Air Base Ground Operations Center. The test result proves that this system is very helpful when Air Base Protection Force executes Air Base Protection Operations.

Seismic performance of reinforced concrete shear wall buildings with underground stories

  • Saad, George;Najjar, Shadi;Saddik, Freddy
    • Earthquakes and Structures
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    • 제10권4호
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    • pp.965-988
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    • 2016
  • This paper investigates the seismic behavior of reinforced concrete shear wall buildings with multiple underground stories. A base-case where the buildings are modeled with a fixed condition at ground level is adopted, and then the number of basements is incrementally increased to evaluate changes in performance. Two subsurface site conditions, corresponding to very dense sands and medium dense sands, are used for the analysis. In addition, three ground shaking levels are used in the study. Results of the study indicated that while the common design practice of cropping the structure at the ground surface leads to conservative estimation of the base shear for taller and less rigid structures; it results in unpredicted and nonconservative trends for shorter and stiffer structures.

City-Scale Modeling for Street Navigation

  • Huang, Fay;Klette, Reinhard
    • Journal of information and communication convergence engineering
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    • 제10권4호
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    • pp.411-419
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    • 2012
  • This paper proposes a semi-automatic image-based approach for 3-dimensional (3D) modeling of buildings along streets. Image-based urban 3D modeling techniques are typically based on the use of aerial and ground-level images. The aerial image of the relevant area is extracted from publically available sources in Google Maps by stitching together different patches of the map. Panoramic images are common for ground-level recording because they have advantages for 3D modeling. A panoramic video recorder is used in the proposed approach for recording sequences of ground-level spherical panoramic images. The proposed approach has two advantages. First, detected camera trajectories are more accurate and stable (compared to methods using multi-view planar images only) due to the use of spherical panoramic images. Second, we extract the texture of a facade of a building from a single panoramic image. Thus, there is no need to deal with color blending problems that typically occur when using overlapping textures.

한계변형률 개념을 활용한 터널안전성 평가 (Tunnel Safety Assessment by using the Concept of the Critical Strain in the Ground)

  • 박시현;박성근
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 춘계 학술발표회
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    • pp.571-576
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    • 2010
  • In this study, an application method of critical strains concept for tunnels' safety by using the values of measured displacements which are obtained in the field is discussed. The aim is to: (1) study on the engineering meanings of critical strains concept by reviewing the previous researches and application examples with measured displacement values; (2) study on the engineering reasonability of critical strains concept with the view point of a tunnel engineering and a geotechnical engineering; (3) study on the features of ground deformation due to tunneling and reciprocal relation between total displacement and measured displacement; (4) evaluate a tunnel safety by using domestic measurements collected in the field; and (5) re-evaluate the control criteria which were previously used in the field, with the view point of critical strains concept. Consequently, it was confirmed that critical strains in the ground has a reasonability and a possibility of unified or common concept with the view point of a tunnel engineering.

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대지에 매설할 필요가 없는 접지시스템에 관한 연구 (A study on an earthing system without ground connection)

  • 설동화;김창봉;우제욱
    • 한국정보통신설비학회:학술대회논문집
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    • 한국정보통신설비학회 2009년도 정보통신설비 학술대회
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    • pp.258-261
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    • 2009
  • This paper proposes an earthing system without ground connection. As a Green IT Environmental Solution, Internal-external surge and other unnecessary electric currents are converted into energy and through a discharge the signal is reduced. It's a structure that discharges through a neutral electric transformer. The results show that the electric potential rising of the earthing system proposed in this paper are approximately below the half and the discharge currents increased approximately 9 times when compared to existent earthing systems. This earthing system is economical, easy to install and can solve environmental contamination.

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지중 열교환기 보어홀 그라우팅 재료의 열전도도 측정 (Thermal Conductivity Measurement of Grouting Materials for Ground Heat Exchanger Borehole)

  • 손병후;신현준
    • 설비공학논문집
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    • 제18권6호
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    • pp.493-500
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    • 2006
  • This paper concerns the measurement of thermal conductivity of grouting materials for ground loop heat exchanger. A thermal conductivity meter, QTM-500 based on modified transient hot wire method was used to measure the thermal conductivity of neat bentonite and mixtures of bentonite and various additives. Relative to the total mixture mass, as the percent additive was increased the mixture thermal conductivity increased. For the bentonite-silica sand mixtures, the higher density of the sand particles resulted in much higher mixture thermal conductivity. The quartzite and silica sands produced the largest increases in mixture thermal conductivity, while common masonry and limestone sands produced lower thermal conductivity increases.

Selecting and scaling ground motion time histories according to Eurocode 8 and ASCE 7-05

  • Ergun, Mustafa;Ates, Sevket
    • Earthquakes and Structures
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    • 제5권2호
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    • pp.129-142
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    • 2013
  • Linear and nonlinear time history analyses have been becoming more common in seismic analysis and design of structures with advances in computer technology and earthquake engineering. One of the most important issues for such analyses is the selection of appropriate acceleration time histories and matching these histories to a code design acceleration spectrum. In literature, there are three sources of acceleration time histories: artificial records, synthetic records obtained from seismological models and accelerograms recorded in real earthquakes. Because of the increase of the number of strong ground motion database, using and scaling real earthquake records for seismic analysis has been becoming one of the most popular research issues in earthquake engineering. In general, two methods are used for scaling actual earthquake records: scaling in time domain and frequency domain. The objective of this study is twofold: the first is to discuss and summarize basic methodologies and criteria for selecting and scaling ground motion time histories. The second is to analyze scaling results of time domain method according to ASCE 7-05 and Eurocode 8 (1998-1:2004) criteria. Differences between time domain method and frequency domain method are mentioned briefly. The time domain scaling procedure is utilized to scale the available real records obtained from near fault motions and far fault motions to match the proposed elastic design acceleration spectrum given in the Eurocode 8. Why the time domain method is preferred in this study is stated. The best fitted ground motion time histories are selected and these histories are analyzed according to Eurocode 8 (1998-1:2004) and ASCE 7-05 criteria. Also, characteristics of both near fault ground motions and far fault ground motions are presented by the help of figures. Hence, we can compare the effects of near fault ground motions on structures with far fault ground motions' effects.

시간영역 인공지진파 생성 (Generation of Synthetic Ground Motion in Time Domain)

  • 김현관;박두희;정창균
    • 토지주택연구
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    • 제1권1호
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    • pp.51-57
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    • 2010
  • 국내에서 내진설계의 중요성이 점차적으로 부각되고 있으며 이에 따라 설계 시 동적 지진해석의 수행빈도가 높아지고 있다. 동적 지진해석을 수행하기 위한 가장 중요한 입력변수 중 한가지는 입력지진파이다. 그러나 현재 국내에서는 지진학적 검토 없이 미국, 일본 등에서 계측된 강진 기록을 입력지진파로 사용하거나 주파수영역에서 생성된 인공지진파를 사용하고 있다. 국외 계측 지진기록은 지진 규모에 따라 변화하는 지속시간과 에너지를 고려할 수 없어서 국내 지진환경에는 적합하지 않으며, 주파수 영역에서 생성되는 설계응답스펙트럼에 맞춤형 인공지진파는 실제 지진기록과 주파수 특성이 상이한 문제가 있다. 본 연구에서는 이와 같은 입력지진파의 문제점을 극복하기 위하여 시간영역에서 수행되는 응답스펙트럼 맞춤형 인공지진파 알고리즘을 적용하여 입력 지진파를 생성하였다. 생성된 지진파는 계측 지진기록의 고유한 성질인 Non-stationary 특성을 보존하며 동시에 설계 응답스펙트럼과 거의 완벽한 일치성을 보이는 것으로 나타났다.