• 한국응급구조학회지
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• 제7권1호
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• pp.199-212
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• 2003

Fire is a disaster of uncertainty, but since it is an artificial disaster essentially, this study is to emphasize that prevention and suppression of fire should be done more efficiently to develop the national love and trust of fire fighting. And it examines small neighboring living facilities which can be the typical dead ground of fire fighting based on researcher's experiences, intuition and related materials. The main course of the study defines the concept of fire fighting administration, dead ground and small neighboring living facilities. compares and analyzes fire fighting at small neighboring living facilities and the whole fire fighting cases and divides the causes of dead ground of fire fighting into preventive administration and suppressive administration sides. Those causes were resulted from discrepancies of political and social structures, but some of them can be improved depending on firemen's efforts. In addition, the means available for preventing the dead ground of fire fighting based on analyzed causes are suggested. Institutional approaches should be consulted with related agencies and legalized, but most managerial approaches can be introduced easily. Other means are approached for PR.

• Computers and Concrete
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• 제13권1호
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• pp.17-30
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• 2014

This research presents the effect of various ground pozzolanic materials in blended cement concrete on the strength and chloride penetration resistance. An experimental investigation dealing with concrete incorporating ground fly ash (GFA), ground bottom ash (GBA) and ground rice husk ash (GRHA). The concretes were mixed by replacing each pozzolan to Ordinary Portland cement at levels of 0%, 10%, 20% and 40% by weight of binder. Three different water to cement ratios (0.35, 0.48 and 0.62) were used and type F superplasticizer was added to keep the required slump. Compressive strength and chloride permeability were determined at the ages of 28, 60, and 90 days. Furthermore, using this experimental database, linear and nonlinear multiple regression techniques were developed to construct a mathematical model of chloride permeability in concretes. Experimental results indicated that the incorporation of GFA, GBA and GRHA as a partial cement replacement significantly improved compressive strength and chloride penetration resistance. The chloride penetration of blended concrete continuously decreases with an increase in pozzolan content up to 40% of cement replacement and yields the highest reduction in the chloride permeability. Compressive strength of concretes incorporating with these pozzolans was obviously higher than those of the control concretes at all ages. In addition, the nonlinear technique gives a higher degree of accuracy than the linear regression based on statistical parameters and provides fairly reasonable absolute fraction of variance ($R^2$) of 0.974 and 0.960 for the charge passed and chloride penetration depth, respectively.

• 한국정보통신학회논문지
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• 제4권2호
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• pp.365-370
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• 2000

본 논문에서는 접지면의 크기가 안테나의 성능에 미치는 영향을 분석하기 위하여 기존의 프린트형 안테나의 특성 개선 요구에 부응한 안테나를 설계ㆍ제작하여 프린트형 안테나의 접지면의 크기에 따른 특성을 측정, 분석하여 최적의 접지면 크기를 산출하였다. 폴디드 안테나의 특성에 미치는 접지면 효과를 알아보기 위해 동박판을 잘라 기존의 폴디드 슬롯 안테나의 접지면을 확장시켰을 때 임피던스 및 방사 특성의 변화를 조사한 결과 임피던스 특성에는 별로 영향을 주지 않았으나, 방사 특성에는 많은 영향을 미치고 있음을 확인 할 수 있었다. 접지면의 크기를 고려한 엄격한 설계를 위해서는 복잡한 과정을 거쳐야 하지만, 접지면의 효과를 무시할 수 있는 적당한 크기를 산정하여 제작한다면 좀더 간단하게 안테나를 제작할 수 있을 것이다.

• 한국산업보건학회지
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• 제17권2호
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• pp.131-143
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• 2007

The purpose of this study was to compare the ground reaction forces and plantar pressure variables among three different safety shoes (Type 1: ergonomically designed and high quality shoes, 2: curved and cushioned safety hoes, and 3: regular safety shoes) and to find the effect of insole during walking. Ten healthy subjects were recruited for this study. The ground reaction force was measured using a 3 dimensional motion analysis system. Plantar pressures were measured Pedar Mobile foot pressure scan system. The ground reaction force variables were not significantly different among three different shoe types and insole conditions. After insertion insole, plantar pressure distributions were improved. These results suggest that the type 1 safety shoes was superior than other safety shoes in the statistics, and applying insole could be a possible method to prevent fatigue of lower extremity and musculoskeletal disorders. Further studies are needed to find the effect of ergonomically designed safety shoes design and insole on practical value prevention of musculoskeletal disorder, fatigue and satisfaction of workers.

• 한국지열·수열에너지학회논문집
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• 제8권1호
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• pp.21-31
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• 2012

This paper reviewed and evaluated some of the commonly used prediction models for thermal conductivity of soils with the experimental data. Semi-theoretical models for two-component materials were found inappropriate to estimate the thermal conductivity of dry state soils. It came out that the model developed by Cote and Konrad gave the best overall prediction results for unsaturated soils available in the literature. However, it still needs to be improved to cover a wider range of soil types and degrees of saturation. In the present study, parametric analysis is also conducted to investigate the effect of soil type and moisture content on the horizontal ground heat exchanger design. The analysis shows that horizontal ground heat exchanger pipe length is reduced with the increase of soil thermal conductivity and water content. The calculation results also show that horizontal ground heat exchanger size can be reduced to a certain extent by using backfilling material with a higher thermal conductivity of solid particles.

• 한국조명전기설비학회:학술대회논문집
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• 한국조명전기설비학회 2003년도 학술대회논문집
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• pp.279-281
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• 2003

We analysed the operating properties of resistive type 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 up to about 6 times of transport currents immediately after the fault instant and 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 unsymmetrical rates of a fault phase were distributed from 6.4 to 1.4. It was found that the unsymmetrical rates of currents were noticeably improved within one cycle after the fault instant. We calculated the zero phase currents for a single line-to-ground fault using the symmetrical component analysis. The positive sequence resistance was reduced remarkably right after the fault but eventually approached the balanced positive resistance component prior to the system fault. This means that the system reaches almost the three-phase symmetrical state in about 60 ㎳ after the fault. The ground currents were almost 3 times of the zero phase mts since most of the fault currents flowed through the grounding line.

• Earthquakes and Structures
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• 제21권6호
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• pp.563-576
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• 2021

The rocking foundation is effective for reducing structural seismic demand and avoiding overdesign of the foundation. It is crucial to evaluate the performance of rocking foundations because they cause plastic hinging in the soil. In this study, to derive optimized ground motion intensity measures (IMs) for rocking foundations, the efficiency of IMs correlated with engineering demand parameters (EDPs) was estimated through the coefficient determination using a physical modeling database for rocking shallow foundations. Foundation deformations, the structural horizontal drift ratio, and contribution in drift from foundation rotation and sliding were selected as crucial EDPs for the evaluation of rocking foundation systems. Among 15 different IMs, the peak ground velocity exhibited the most efficient parameters correlated with the EDPs, and it was discovered to be an efficient ground motion IM for predicting the seismic performance of rocking foundations. For vector regression, which uses two IMs to present the EDPs, the IMs indicating time features improved the efficiency of the regression curves, but the correlation was poor when these are used independently. Moreover, the ratio of the column-hinging base shear coefficient to the rocking base shear coefficient showed obvious trends for the accurate assessment of the seismic performance of rocking foundation-structure systems.

• 천문학회지
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• 제49권3호
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• pp.93-107
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• 2016

Augmenting the Wide Field Infrared Survey Telescope (WFIRST) microlensing campaigns with intensive observations from a ground-based network of wide-field survey telescopes would have several major advantages. First, it would enable full two-dimensional (2-D) vector microlens parallax measurements for a substantial fraction of low-mass lenses as well as planetary and binary events that show caustic crossing features. For a significant fraction of the free-floating planet (FFP) events and all caustic-crossing planetary/binary events, these 2-D parallax measurements directly lead to complete solutions (mass, distance, transverse velocity) of the lens object (or lens system). For even more events, the complementary ground-based observations will yield 1-D parallax measurements. Together with the 1-D parallaxes from WFIRST alone, they can probe the entire mass range M ≳ M_⊕. For luminous lenses, such 1-D parallax measurements can be promoted to complete solutions (mass, distance, transverse velocity) by high-resolution imaging. This would provide crucial information not only about the hosts of planets and other lenses, but also enable a much more precise Galactic model. Other benefits of such a survey include improved understanding of binaries (particularly with low mass primaries), and sensitivity to distant ice-giant and gas-giant companions of WFIRST lenses that cannot be detected by WFIRST itself due to its restricted observing windows. Existing ground-based microlensing surveys can be employed if WFIRST is pointed at lower-extinction fields than is currently envisaged. This would come at some cost to the event rate. Therefore the benefits of improved characterization of lenses must be weighed against these costs.

• 한국전자파학회논문지
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• 제18권7호
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• pp.834-838
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• 2007

본 논문에서는 DGS 사이의 거리를 좁힌 C-DGS(Coupled-Defected Ground Structure)를 제 안하고, 이를 이용하여 차단 특성이 향상된 BSF(Bandstop Filter)를 제안하였다. 제안된 C-DGS는 각 DGS가 가지고 있는 인덕턴스 성분에 자계 결합을 발생시켜, 주기적인 구조를 가진 DGS와 비교해서 차단 특성이 향상된다. 또한, 제안된 C-DGS를 기존 보고된 양면 BSF에 적용시킨 새로운 BSF를 제작 및 측정하였다. C-DGS를 이용한 BSF는 3.8 GHz에서 15.5 GHz의 -20 dB 저지 대역을 가지며, 차단 특성은 110.8 dB/GHz로 기존 양면 대역 저지 여파기와 비교해서 차단 특성을 7.6배 향상시켰다. 제안된 C-DGS는 DGS를 이용한 고성능 여파기 설계에서 유용하게 적용될 수 있을 것이다.

• 수산해양기술연구
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• 제15권2호
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• pp.83-94
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• 1979

權現網漁具의 網形에 관하여는 李등이 1971년에 在來式에 관하여, 1978년에 日本式 파치網에 관하여 模型實驗을 실시하여 보고한 바 있으나, 이번에 이들 漁具의 場点을 살리면서 短點을 보안한 試驗漁具改式良 79型을 재작하여, 1979년 5월부터 10월까지 6개월간. 멸치漁場이 형성되는 廈南一圓에서 試驗操業을 실시하여 그 漁具의 性能을 검토하고, 漁獲性能을 비교한 바, 그 性能이 在來式보다 우수하다는 것이 규명되었다