• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2006년도 공동학술대회 논문집
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• pp.187-192
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• 2006

우리나라는 강진으로부터 관측된 자료의 부족으로 중약지진을 이용한 강진의 감쇠특성 유추 및 지진원 및 전달특성 변수에 대한 연구가 필요하다. 본 연구에서는 최근 발생한 일본 후쿠오카지진 자료를 이용하여 LM 역산법으로 역산을 수행하였다. 이때 부지증폭효과, 관측소의 조건 및 규모의 변수화에 따라 각각 역산을 수행한 결과 부지증폭효과를 고려한 경우 Bed Rock으로 판단되는 관측소만의 역산 결과값과 유사한 값을 확인하였다. ${\Delta}{\delta}$의 경우 부지증폭효과를 고려하지 않은 Case 1 및 Case 5에서 1108bar 및 185bar로 나타났으며 부지효과를 고려한 Case 3 및 Case 7에서는 147bar 및 146bar로 안정적인 값을 보이고 있다. 향후 보다 많은 연구 분석을 통한다면 보다 신뢰성 높은 결과값이 나타날 것으로 판단된다.

• Smart Structures and Systems
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• 제16권5호
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• pp.873-889
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• 2015

In civil engineering, probabilistic seismic risk assessment is used to predict the economic damage to a lifeline system of possible future earthquakes. The results are used to plan mitigation measures and to strengthen the structures where necessary. Instead, after an earthquake public authorities need mathematical models that compute: the damage caused by the earthquake to the individual vulnerable components and links, and the global behavior of the lifeline system. In this study, a framework that was developed and used for prediction purpose is modified to assess the consequences of an earthquake in quasi real-time after such earthquake happened. This is possible because nowadays entire seismic regions are instrumented with tight networks of strong motion stations, which provide and broadcast accurate intensity measure maps of the event to the public within minutes. The framework uses the broadcasted map and calculates the damage to the lifeline system and its component in quasi real-time. The results give the authorities the most likely status of the system. This helps emergency personnel to deal with the damage and to prioritize visual inspections and repairs. A highway transportation network is used as a test bed but any lifeline system can be analyzed.

• 의료법학
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• 제7권2호
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• pp.179-218
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• 2006

To succeed the claim of medical negligence, the plaintiff should establish the medical profession's fault, and the causation between the fault and damages. The faults are judged on lege artis, which is based on expert witness. However, judges often infer the faults and causations from circumstantial evidences and patients' injuries. This presumptions depend on the law of nature(Erfahrungsgesetz). The law of nature can explain the typical development of the event. If the circumstantial evidences were in accordance with that, the faults and causations would be able to be recognized by the judges. Therefore the standards of comparison such as lege artis or the law of nature play an important role for medical negligence liabilities to be imputed to doctors or hospitals. The factual elements necessary to assume the fault is similar to those of the causation, for the concept of the fault is correlated with that of the causation. The elements include the temporal and spatial proximity between damages and defendant's medical treatments, no existence of other causations, the probability of bed results developed by the medical treatments, and so on. These enable the fault and causation to be assumed at the same times.

• 대한지리학회지
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• 제34권3호
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• pp.247-264
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• 1999

In this study, I investigate how city parks have been created, and what are some characteristics of the location and function of 69 city parks in Tokyo. The city parks in Tokyo have been made in three patterns. The first is planned parks which have been created as a urban facilities considering the scales and types. The second is memorial parks which have been made to memorialize the national monumental event or to preserve natural and cultural resources. The third is public property parks which have been made by occurrence of public vacant land which is resulted from the grant of Royal Garden, restoration of public rented ground, producton of reclaimed land, utilization of dry river bed. The city parks can be classified in five patterns according to distance from CBD and park area. The first is central parks which have historical characteristics strongly. The second is planned parks that are specialized functionally. The third is large scale urban edge parks which are located in the edge of 23-Gu(district) in Tokyo. The fourth is hill parks which have natural characteristics strongly. The fifth is waterside parks that are located along a lake, a pond, a river, or artificial waterside facilities. From this study I have found out that a great effort has been made to activate the utilization of parks for residents in Tokyo, through mnagement goals and ways of parks, composition and chatacteristics of park facility resources, various Events, residents participation in undertaking of parks.

• 한국구조물진단유지관리공학회 논문집
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• 제24권6호
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• pp.161-170
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• 2020

본 연구에서는 공공 시설물을 대상으로 설치된 지진가속도 계측 시스템의 운영 효율성 개선을 위하여 지진 이벤트 신호 변환 및 처리 알고리즘을 개발하였다. 더불어 처리된 지진 가속도 시간이력의 분석을 통해 건축물의 안전성을 평가할 수 있는 평가 방법과 평가 기준을 제안하였으며, 테스트베드 건축물에 적용하여 그 작동과 활용성을 검증하였다. 이를 통해 지진 이벤트 계측자료의 분석 정확성을 확보하고, 지진재해 상황에서 재난 대응의 방향과 우선순위 판단을 위한 의사결정 지원자료로 활용할 수 있을 것으로 판단된다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2011년도 학술발표회
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• pp.46-46
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• 2011

Severe sediment erosion during floods occur disaster and economic losses, but general sediment erosion is basic mechanism to move sediment from upstream to downstream river. In addition, it is important process to change river form. Check dam, which is constructed in mountain stream, play a vital role such as control of sudden debris flow, but it has negative aspects to river ecosystem. Now a day, check dam of open type is an alternative plan to recover river biological diversity and ecosystem through sediment transport while maintaining the function of disaster control. The purpose of this paper is to verify sediment erosion progress of river bottom and bank as first step for river restoration after dam slit by cross-sectional shear stress and critical shear stress. Study area is upstream reach of slit check dam in mountain stream, named Wasada, in Japan. The check dam was slit with two passages in August, 2010. The transects were surveyed for four upstream cross-sections, 7.4 m, 34 m, 86 m, and 150 m distance from dam in October 2010. Sediment size was surveyed at river bottom and bank. Sediment of cobble size was found at the wetted bottom, and small size particles of sand to medium gravel composed river bank. Discharge was $2.5\;m^3/s$ and bottom slope was 0.027 m/m. Excess shear stress (${\tau}_{ex}$) was calculated for hydraulic erosion by subtracting the values of critical shear stress (${\tau}_{c}$) from the value of shear stress (${\tau}$) at river bottom and bank (${\tau}_{ex}=\tau-{\tau}_c$). Shear stress of river bottom (${\tau}_{bottom}$) was calculated using the cross-sectional shear stress, and bank shear stress (${\tau}_{bank}$) was calculated from the method of Flintham and Carling (1988). $${\tau}_{bank}={\tau}^*SF_{bank}((B+P_{bed})/(2^*P_{bank}))$$ where $SF_{bank}=1.77(P_{bed}/p_{bank}+1.5)^{-1.4}$, B is the water surface width, $P_{bed}$ and $P_{bank}$ are wetted parameter of the bed and bank. Estimated values for ${\tau}_{bottom}$ for a flow of $2.5\;m^3/s$ were lower as 25.0 (7.5 m cross-section), 25.7 (34 m), 21.3 (86 m) and 19.8 (150 m), in N/$m^2$, than critical shear stress (${\tau}_c=62.1\;N/m^2$) with cobble of 64 mm. The values were insufficient to erode cobble sediment. In contrast, even if the values of ${\tau}_{bank}$ were lower than the values for ${\tau}_{bottom}$ as 18.7 (7.5 m), 19.3 (34 m), 16.1 (86 m) and 14.7 (150 m), in N/$m^2$, excess shear stresses were calculated at the three cross-sections of 7.5 m, 34 m, and 86 m distances compare with ${\tau}_c$ is 15.5 N/$m^2$ of 16mm gravel. Bank shear stresses were sufficient for erosion of the medium gravel to sand. Therefore there is potential to erode lateral bank than downward erosion in a flow of $2.5\;m^3/s$. Undercutting of the wetted bank can causes bank scour or collapse, therefore this channel has potential to become wider at the same time. This research is about a potential of sediment erosion, and the result could not verify with real data. Therefore it need next step for verification. In addition an erosion mechanism for river restoration is not simple because discharge distribution is variable by snow-melting or rainy season, and a function for disaster control will recover by big precipitation event. Therefore it needs to consider the relationship between continuous discharge change and sediment erosion.

• 생물정신의학
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• 제10권1호
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• pp.62-69
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• 2003

Corticotropin-releasing factor(CRF) and neuropeptide Y(NPY) are known to play important roles in mediating stress responses and stress-related behavior. To elucidate the role of neuropeptides in response to the condition that had paired with traumatic event, we observed the changes of CRF and NPY by immunohistochemistry using a conditioned footshock paradigm. Male Sprague-Dawley rats were placed in a shuttle box and exposed to 20 pairings of a tone(< 70dB, 5sec) followed by a footshock(FS, 0.8mA, 1sec) over 60min. A second group was exposed to the tone-footshock pairings, returned to the homecage for 2days, and then reexposed to the test chamber and 20tones alone for 60min, prior to sacrifice. Control groups were : a) sacrificed without exposure to FS ; b) exposed to the tone-footshock pairings and then sacrificed two days later ; or c) exposed to the chamber and tones alone, returned to the homecage for 2days and then reexposed to the chamber and 20tones over 60min prior to sacrifice. CRF was increased in animals exposed to FS or the aversive condition(context and tone) that had paired to FS in bed nucleus of the stria terminalis (BNST) compared to the control. NPY was increased by FS in amygdala and PVN, but the condition previously associated with FS results in slight increase only in amygdala area. These results suggest that the BNST appears to be the mostly involved neural circuit in response to explicit cues previously paired with footshock. Moreover, this study raise the possibility that increased CRF peptide in the BNST in response to re-exposure to the aversive condition may underlie, in part, the experience of conditioned fear-related anxiety behavior.

• 한국통신학회논문지
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• 제39C권6호
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• pp.457-465
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• 2014

본 논문에서는 수중음향센서네트워크의 수중 통신 프로토콜 시험을 위해 구축한 해상시험환경을 소개하고 상용 모뎀을 이용하여 실시한 및 매체접속제어기법(Medium Access Control: MAC)의 시험결과를 제시한다. 본 시험에서는 패킷 충돌을 회피하기 위해 기존 지상환경에서 많이 사용되는 반송파감지기반의 충돌회피기법(Carrier Sense Multiple Access/Collision Avoidance: CSMA/CA)을 사용하였으며 수중 통신 프로토콜로서의 가용성을 검증하였다. 시험에 사용된 네트워크 노드는 Benthos사의 상용 수중 모뎀과 ATmega2560 제어보드를 이용하여 구성하였다. 시험의 체계적 관리와 시험과정 관찰을 용이하게 하기 위해 각 노드가 GPS신호를 수신하여 자신의 위치를 파악할 수 있도록 하였으며 라디오주파수(Radio Frequency: RF) 인터페이스를 통해 위치정보 및 수중채널을 통해 송수신되는 패킷의 정보를 지상으로 보고할 수 있도록 했다. CSMA/CA 프로토콜을 수중환경에 적용하기 위해 4-way 핸드셰이킹동작에 사용되는 네 종류의 제어패킷 RTS(Request To Send), CTS(Clear to Send), DATA, ACK(Acknowledgement)을 수중환경에 맞게 설계했다. 시험을 통해 CSMA/CA 프로토콜의 실제 수중환경에서의 가용성을 검증할 수 있었다.

• 인지과학
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• 제27권3호
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• pp.469-499
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• 2016

본 논문에서는 한국어의 통사적 부정문(예를 들면, 침대는/시계는 가구에 속한다/속하지 않는다)과 어휘적 부정문(예를 들면, 호랑이는/나비는 꼬리가 있다/없다)을 이용하여 부정어 처리의 인지신경기제를 확인하고 부정문 처리의 언어 보편적/특수적 기제를 밝히기 위한 진리치 판단과제 및 ERP(Event-related potentials) 실험연구를 진행하였다. 총 23명의 피험자가 전체 실험에 참여하였고 이들 중 15명의 뇌파 반응 데이터를 ERP 분석을 위하여 사용하였다. 실험 결과, 진리치 판단과제에 있어서는 영어를 이용한 선행연구들과 동일하게 긍정-참 >긍정-거짓>부정-거짓>부정-참의 순서를 확인할 수 있었다(높은 정확도, 짧은 반응 시간 순서). 그러나 ERP 결과에서는 선행 연구와는 다른 몇 가지 점을 발견하였다. 우선 어휘적 부정문의 경우 이른 시간 구간(250-350ms)에서의 N400효과를 확인할 수 있었지만 긍정문과 부정문을 아우르는 진리치 요인의 주 효과는 나타나지 않았다. 그러나 통사적 부정문의 경우 부정-참에 비하여 부정 거짓문장에서 P600 효과를 발견하였다. 이러한 결과는 표층적으로 나타나는 부정의 형태 및 위치와 같은 언어 특수적 요인에 대한 처리 전략은 각 언어별, 부정 종류별로 달라질 수 있지만 부정 처리의 결과로 얻어지는 문장의 최종 표상 및 이에 대한 진리치 판단의 기제는 언어 및 부정어 종류의 영향을 받지 않는 보편적인 특성을 지닌다는 것을 보여준다.

• 대한방사선기술학회지:방사선기술과학
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• 제15권2호
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• pp.37-47
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• 1992

Magnetic Resonance Imaging(MRI) is one of the most expensive and sophisticated diagnostic tool and has been hailed as the most exciting event in medical imaging "since the introduction of X-rays", but a major disadvantage, high cost, is coming into focus especially in our country. To determine the status of distribution of MR imagers in Korea and to serve as a basic material for an efficient utilization of this Imaging machine, a retrospective survey of nationwide and regional(3 hospitals in Pusan) installations was performed. The results were as follows : 1. As of April 30, 1991, a total of 33 MRI units(24 for superconducting, 6 for permanent and 3 for resistive units) were set up and operated. 91% of the units were distributed in big cities with no one installation in 7 provinces among 12 provinces in our country. 85% of the units were imported. 2. Although 42.4% of the units were operated in Seoul, Taejeon had the best condition for the distribution of this imaging machine per population, hospital, and bed in Korea. 3. In Pusan : a) 5 units were operated with all superconducting magnet and medium magnetic field in type of machine. b) 80.1 % of the examinations were central nervous system(CNS). c) MRI examination occupied 1.4% of all radiographic examinations and the patients referred from other hospitals were composed of 23.4%% of all patients. 4. The average days under operating of MRI unit a week in Puasn were higher(5.5) than that of Seoul(4.5), but the average number of examinations and hours a week and a day, respectively(33, 8.4), was less than that of Seoul(57, 12.9). 5. The patients with positive MRI findings in a hospital(B) in Pusan was 74.5% on an average.