• 대한임상독성학회지
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• 제5권2호
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• pp.131-134
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• 2007

The emergence of anticoagulant rodenticides in the 1950's resulted in an epochal reduction in the use of all other agents. It is estimated that anticoagulant rodenticides constitute 95 percent of all rodenticides now in use. However, the advent of rodent resistance to these agents has led to a return to use of some other non-anticoagulant types of rodenticides. Older non-anticoagulant rodenticides have been stored in basements, garages, and barns and are still in use in some regions of the United States and in other countries. We report a case of non-anticoagulant rodenticide (beta-fluoroethyl acetate) poisoning.

• 유공압시스템학회논문집
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• 제8권1호
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• pp.10-18
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• 2011

In the beginning of this study, pressure in a cylinder and flow rate from a cylinder of a rotating-cam and fixed-cylinder type radial piston pump are investigated through numerical simulations, so that the simulation results might be utilized as basements for examining physical phenomena occurring in the pump assembly. Then, for supplying basic knowledge on pump design, pressure, flow and leakage characteristics of the pump assembly under the variations of major design parameters are investigated through numerical simulations. At the end, key design parameters influencing upon volumetric efficiency of the pump are listed.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2003년도 통신소사이어티 추계학술대회논문집
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• pp.37-40
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• 2003

The 1.63㎓, 2.33㎓ dual-band PLL frequency synthesizer has been developed for applications to the miniature repeater. The miniature dual-band repeater will be used at shopping mall, basements and underground parking lots. The in-loop 1.63㎓, 2.33㎓ dual-band PLL frequency synthesizer has been developed by designing Si BJT VCO and PLL loop circuits with Colpitts. The prototype of 1.63㎓, 2.33㎓ dual-band PLL frequency synthesizer of size 19${\times}$19${\times}$8(mm) has shown operating frequencies of 1.63㎓, 2.33㎓ ranges, RF output of 1dBm(PCS), 1dBm(IMT-2000), phase noise of -100 dBc/Hz(PCS), -95dBc/Hz(IMT-2000) at 10KHz offset, harmonics suppression of -24dB c(PCS), -15dBc(IMT-2000).

• 한국주거학회논문집
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• 제11권1호
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• pp.115-124
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• 2000

The purpose of this research is to examine residents' needs for shared community spaces and to explore the relationships between these needs and characteristics of consumers such as age and employment status of the homemakers, family life cycle stage, occupation of the primary income provider, housing size, and homeownership. Statistical data were compiled to determine frequencies and percentage distributions, and subjected to General Linear Model and Duncan-test analysis.Most residents wanted to utilize the basements of their complexes for storage space. Further interest was shown for shared community spaces that would be run by residents themselves, such as vegetable gardens, indoor playgrounds for children, senior citizen's activity rooms, walking paths, study rooms, and lounges. Female residents under 45 years old were likely to express needs for storage spaces for bicycle, and multipurpose rooms for meetings and family events. Female residents with jobs were more likely to desire shared community spaces than full-time females residents were. These findings imply the need for consideration of diverse plans rather than uniform ones. This results can be usefully applied to develop new apartment housing for different social class residents.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 추계 학술발표회논문집
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• pp.28-35
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• 2003

Quaternary faults found around the Ulsan Fault System can be divided into 4 types based on the fault outcrop features : Type I fault cuts basements and Quaternary deposits of which remain on both hangwall and footwall. Type II fault is developed only in Quaternary deposit. Type III fault has inclined unconformity after Quaternary faulting. Type IV fault is common type around the Ulsan fault system and has horizontal unconformity surface after cutting earlier Quaternary deposit. After erosion, later Quaternary deposit overlays on both old deposit and basement. The Ulsan Fault System consists of three segments at large scale from north to south based on the lineament rank and shape, Quaternary fault location, and slip rate. The segment boundaries are identified by the existence of the two intervals which show no lineaments and Quaternary faults. But, if detail fault parameters could be obtained and used in segmentation, it can be divided into more than three segments.

• Structural Engineering and Mechanics
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• 제8권2호
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• pp.137-150
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• 1999

This paper presents a numerical study on the flat plates in deep basements, subjected to floor load and in-plane compressive load due to soil and hydraulic lateral pressure. For nonlinear finite element analysis, a computer program addressing material and geometric nonlinearities is developed. The validity of the numerical model is established by comparison with existing experiments performed on plates simply supported on four edges. The flat plates to be studied are designed according to the Direct Design Method in ACI 318-95. Through numerical study on the effects of different load combinations and loading sequence, the load condition that governs the strength of the flat plates is determined. For plates under the governing load condition, parametric studies are performed to investigate the strength variations with reinforcement ratio, aspect ratio, concrete strength, and slenderness ratio. Based on the numerical results, the floor load magnification factor is proposed.

• 국제초고층학회논문집
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• 제10권3호
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• pp.193-201
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• 2021

Cheongna City Tower is a 448-meter-high rise observatory tower with 8.7:1 aspect ratio located at central lake park in Incheon Cheongna international city. The tower is a crystal shaped image and it turns invisible when the façade is activated. The tower was planned to be hexagonal 30-story building with two basements which are composed of mega frame structure using mega column and mega brace. In order to minimize the wind effect, the blow-through area was installed so that the wind can pass through. This observatory tower is an unprecedented project since the whole building is covered by façade for invisibility effect.

• 지구물리
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• 제1권1호
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• pp.31-40
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• 1998

양산단층이 통과하는 안강 부근에서 기반암 분포, 지표 근처 단층과 파쇄대 위치 및 규모 등을 밝히기 위하여 중력과 총지자기를 측정하였다. 예상되는 단층의 주향과 거의 직각이 되는 2개 측선을 따라 총 67개 지점에서 15 m 간격으로 중력을 정밀하게 측정하였으며, 총지자기는 동일 측선을 따라 3 m 간격으로 총 296 점에서 측정하였다. 스펙트럼 분석법으로 구한 자기 기반암의 평균 깊이는 형산강을 중심으로 서부와 동부 측선에서 각각 8.5, 10.0 m로 계산되며, 중력 측정값은 형산강 동부가 서부보다 평균 1.71 mGal 이상 크게 나타나서 서부가 동부보다 파쇄 정도가 더욱 심한 것으로 해석된다. 중력 순산모델 연구는 동부 측선의 동쪽 끝에서 210 m 떨어진 지점에 놓인 단층을 경계로 서쪽으로 밀도 2.44 g/cm3, 깊이 70 m의 파쇄대가 발달되어 있으며, 395 m 지점을 중심으로 기반암 상부면이 폭 190 m, 평균 3.5 m 깊이의 소규모 비대칭 지구가 존재할 가능성을 제시한다. 또한 이 지구 위치의 지표 고도는 주위보다 약 44 cm 꺼져 있어서, 이 지구가 그리 오래되지 않은 시기의 단층운동에 의해 형성되었을 가능성이 높은 것으로 해석된다.

• 지구물리
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• 제9권1호
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• pp.37-45
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• 2006

풍암분지 내에 위치한 140 m 깊이 시험시추공 주변에서 지표 굴절법 및 원거리 수직탄성파 자료의 초동주시를 토모그래피방식으로 동시에 역산하여 시추공 주변의 속도구조를 구하였다 . 지진총으로 발생시킨 지진파는 시추공을 중심으로 N20°E 방향과 이에 수직인 측선을 따라 3 m 간격의 42개 지표 측점과 공내 71 m 깊이에서 수신하였다 . 는 시추공으로부터의 수평거리 -19.5∼+19.5 m인 지표 측점에서 5 kg 해머로 발생시켰으며 , 1∼2 m 간격의 깊이 9∼99 m 구간에서 3성분으로 204 ms 동안 기록하였다 . 지연시간 보정 후 , 이 자료를 지진총으로 기록한 지표 기록자료 초동주시와 동시에 SIRT 방식으로 역산하여 속도 토모그램을 작성하였다 . 속도 토모그램은 평균 1.5 m 두께의 속도 500 m/s 표토층이 속도 3,067∼5,717 m/s의 속도를 갖는 기반암 위에 분포하고 있음을 보여 준다 . 기반암 내부에는 깊이 30∼44 m 구간과 71 m 하부에 속도가 5,130 m/s 이상 되는 매우 단단한 암층이 존재하며 , 이는 코아분석 자료와 비교할 때 사암 및 이암층에 협재하는 역암층의 영향으로 판단된다 . 시추공 주변 조사범위 내에서 대규모 파쇄대나 단층 존재의 증거는 발견되지 않는다 .

• 자원환경지질
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• 제14권2호
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• pp.77-91
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• 1981

An airborne magnetometer survey was carried out over an offshore area of about $200,000km^2$ from the southeastern, southern and western part of Korea. Detailed magnetic studies on the geological structure of the southern part of above area ($100,000km^2$) was accomplished. Residual aeromagnetic map was made in order to delineate magnetic provinces, magnetic lineaments and sedimentary basins by application of least square method using computer system. To determine the depth of the sedimentary basins pseudo-gravimetric method was applied. 1. The area studied is divided into four magnetic provinces for the purpose of interpretation on the basis of the magnetic maps. 2. Near shore area and its attached islands of southern part (fiirst and second magnetic province) can be regarded as being the extension from the land geology due to presentation of strong magnetic anomalies and shallow magnetic basements. 3. Magnetic lineament 1-1 is strong magnetic anomalous region which is presumably relevant to volcanic activities in Cretaceous. The depth of magnetic basement of the lineament was determined to 1,500 m. Negative magnetic anomalous zones B1-1 and B1-2 which represent Tertiary basins showed depth of magnetic basement 3 km and 4 km each. The latter can be interpreted as extension of the Taiwan basin which is consisted of Tertiary sediments. 4. Magnetic lineament 2-1 coincide with Rainan-Fukien massif running NE-SW direction. A lineament located in central part of magnetic lineament 2-1 is well connected with extension of Sobacksan anticlinal axis on land. Volcanic rocks in Gyongsang system concentrated along this lineament. 5. The characteristics of magnetic pattern in the southern Yellow sea basin of western part of Jeju island show weaker magnetic anomalies and deeper magnetic basements than first and second magnetic provinces indicating geological structure of this basin seems to be quite different from that of Jeju strait. 6. In southern part of Jeju island, smoother magnetic pattern develope southward. Maximum depth of magnetic basement in sedimentary basins BIV-1 and BIV-2 were determined down to 6,000 m increasing its thickness toward Taiwan up to 11,000 m in the shelf area off Taichung, Taiwan. Judging from the fact that hydrocarbon was founded in the Tertiary sediments of western coastal area of Taiwan, it can be expected that hydrocarbon will be existed in these sedimentary basins of southern part of Jeju island.