• 한국통신학회논문지
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• 제30권9B호
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• pp.581-590
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• 2005

근거리망의 이더넷 기술과 도시망에 적합한 링 토폴로지를 결합하여 성능이 뛰어나고 고장에 강하며 근거리망과의 호환성을 유지하는 RPR(Resilient Packet Ring)이 도시망의 핵심기술로 뜨오르고 있다. IEEE 802.11에서 RPR에 대한 표준화가 완성중인데, 공평한 대역폭의 사용을 보장하기 위해 설계된 RPR의 공정성 제어기법이 비대칭 과부하 트래픽 환경에서 성능저하를 초래하는 문제점을 안고 있다. 본 논문에서는 이러한 성능저하 문제를 해결하기 위해 체증해제 통보 기반의 공정성 제어방식을 제안하고 이의 성능을 분석한다. 제안된 방식에서는 체증 발생노드가 자신의 체증해제 여부를 판단하여 상단노드로 통보하면 상단노드는 하단노드의 체증을 해소하기 위해 제한하였던 자신의 트래픽 전송속도를 즉시 원래의 속도로 복구한다. 제안된 방식은 종래의 공정성 제어방식과 호환성을 가지며 체증해제 임계값의 선택에 의해 성능저하의 정도를 임의대로 조정할 수 있다.

• The Journal of Advanced Prosthodontics
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• 제3권3호
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• pp.140-144
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• 2011

PURPOSE. Finite element study on the effect of abutment length and material on implant bone interface against dynamic loading. MATERIALS AND METHODS. Two dimensional finite element models of cylinderical implant, abutments and bone made by titanium or polyoxymethylene were simulated with the aid of Marc/Mentat software. Each model represented bone, implant and titanium or polyoxymethylene abutment. Model 1: Implant with 3 mm titanium abutment, Model 2: Implant with 2 mm polyoxymethylene resilient material abutment, Model 3: Implant with 3 mm polyoxymethylene resilient material abutment and Model 4: Implant with 4 mm polyoxymethylene resilient material abutment. A vertical load of 11 N was applied with a frequency of 2 cycles/sec. The stress distribution pattern and displacement at the junction of cortical bone and implant was recorded. RESULTS. When Model 2, 3 and 4 are compared with Model 1, they showed narrowing of stress distribution pattern in the cortical bone as the height of the polyoxymethylene resilient material abutment increases. Model 2, 3 and 4 showed slightly less but similar displacement when compared to Model 1. CONCLUSION. Within the limitation of this study, we conclude that introduction of different height resilient material abutment with different heights i.e. 2 mm, 3 mm and 4 mm polyoxymethylene, does not bring about significant change in stress distribution pattern and displacement as compared to 3 mm Ti abutment. Clinically, with the application of resilient material abutment there is no significant change in stress distribution around implant-bone interface.

• 아동학회지
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• 제26권1호
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• pp.329-345
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• 2005

Gender and intelligence of children, parenting practices and socioeconomic status of parents were studied to investigate whether they functioned as protective factors for resilient children. Total of 556 children of 12 years of age were contacted for the study. Teachers were asked to rate the children's interpersonal competence. Children reported their experience of stressful life events on a checklist. Based on the competence scores and the experience of stressful life events, 107 children were classified into adaptive, resilient, and maladaptive group. IQ scores were assessed using an intelligence test for the 107 children. Mothers reported their parenting practices and their socioeconomic status through a questionnaire. Descriptive statistics, chi-squares, t-tests, and one-way ANOVAs were performed to analyze the data. There was no difference in their experience of stressful life events between boys and girls. Girls were rated as being more competent by their teachers. There were more girls in the adaptive and the resilient group and more boys in the maladaptive group. Children in adaptive and the resilient group had higher intelligence scores than the maladaptive group. Mothers of resilient children replied as being warm and acceptive and more refusing and controlling than mothers of the adaptive children Group differences in socioeconomic status of the family were not found. Thus, being a girl and having higher IQ scores were the protective factors for the resilient children.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.587-598
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• 2008

In the trackbed design using elastic multi-layer model, the stress-dependent resilient modulus is an important input parameter, which reflects substructure performance under repeated traffic loading. The resilient moduli of crushed stone and weathered granite soil were developed using nonlinear dynamic stiffness, which can be measured by in-situ and laboratory seismic tests. The prediction models of resilient modulus varying with the deviatoric or bulk stress were proposed (Park et al., 2008). To investigate the performance of the prediction models proposed herein, the elastic response of the test trackbed near PyeongTaek, Korea was evaluated using a 3-D nonlinear elastic computer program (GEOTRACK) and compared with measured elastic vertical displacement during the passages of freight and passenger trains. The material types of the test sub-ballasts are crushed stone and weathered granite soil, respectively. The calculated vertical displacements within the sub-ballasts are within the order of 1mm, and agree well with measured values with the reasonable margin. The prediction models are thus concluded to work properly in the preliminary investigation. The prediction models proposed for resilient modulus were verified by the comparison of the calculated vertical displacements with measured ones during train passages.

• 대한토목학회논문집
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• 제12권3호
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• pp.215-220
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• 1992

최근 선진 외국은 MR을 적용한 합리적인 포장해석-설계법의 이용을 확대해 나가고 있으며 각 국의 고유한 포장재료에 대한 신뢰성있는 시험방법 및 MR특성에 관한 연구들이 활발히 수행되고 있다. 따라서 국내 포장재료에 대한 MR특성 연구는 매우 중요하며, 특히 대단위 국토건설과 함께 골재난에 직면하고 있는 우리의 실정으로 보아 석탄화력발전소의 산업폐기물인 석탄회를 포장재료로 활용하기 위한 석탄회의 MR특성 연구는 매우 의의 깊은 일이다. 본 연구는 석탄회를 건설재로서의 대량 활용을 위하여 국내 5개 화력발전소에서 부산되고 있는 저희와 비회 그리고 중부지역의 4개 화강토를 연구 대상으로 하여, AASHTO 시험법에 의한 MR특성을 규명하고 MR-CBR상관관계를 규명한 것이다.

• 대한토목학회논문집
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• 제13권3호
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• pp.69-78
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• 1993

본 연구의 목적은, 입상토질의 노상토에 대한 회복탄성계수의 계절적 변화를 측정하기 위한 실험적 방법을 제시함에 있다. 노상토의 현지 온도와 함수비를 측정키 위해 현장 두 곳에 노상토 온도, 함수비 측정기기를 매설했다. 이러한 계절적 요인을 고려한 회복탕성계수를 결정하기 위해 다회귀분석에 의한 방정식을 유도했다. 응력해석결과, 평균유효응력 깊이에서의 유효회복탄성계수를 사용하는 것이 전 노상토의 특성을 대표할 수 있음을 아울러 찾아내었다. 또한, 온도와 함수비 등 계절적 변화에 따른 회복탄성계수를 예측키 위한 이론적 모델을 본 연구를 통해 제시했다.

• ETRI Journal
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• 제27권1호
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• pp.110-113
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• 2005

The resilient packet ring (RPR) is a data optimized ring network, where one of the key issues is on load balancing for competing streams of elastic traffic. This paper suggests three efficient traffic loading algorithms on the RPR. For the algorithms, we evaluate their efficiency via analysis or simulation.

• 대한전기학회논문지:시스템및제어부문D
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• 제54권8호
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• pp.510-516
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• 2005

Rapid advances in telecommunication make emergency telemedicine possible that specialist offers medical care to an emergency case in moving vehicle. Although there were many telemedicine projects delivering the image or video of patient over several wireless networks, none of them considered effective solutions for optimizing video transmission over error-prone environments, such like wireless links. To alleviate the effect of channel errors on compressed video bit-stream, this paper analyzed the error resilient features of MPEG-4 standard and measured the quality of transmitted MPEG-4 encoded video over commercially available CDMA2000 1xEV-DO networks, transmitting different IP packet sizes and RM positions. we propose an error resilient transmission methods for emergency telemedicine over real 3G network.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2014년도 춘계학술대회 논문집
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• pp.366-370
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• 2014

Considering a countermeasure against vibration along the existing line, in many cases, it may be the most efficient method to replace existing fasteners with high resilient fasteners because of the restriction of the construction of a new track type. There are many types of high resilient fasteners which are different in price and performance. Therefore it is important to choose the high resilient fastener which has best vibration-proof performance per price. In this study, a prediction method which can exactly evaluate the performance of a fastener in the reduction the ground borne noise in the existing line is presented, which is constructed based on the combination of the measurement and the simulation. A numerical example using the presented method is introduced to evaluate the vibration-proof performance for the solution of the vibration problem in the existing line.

• 한국지반공학회지:지반
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• 제7권1호
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• pp.15-32
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• 1991

최근 선진각국은 회복탄성계수를 적용한 포장 설계.해석법의 적용을 확대해 나가고 있다. 특히, 1986년 AASHTO도로 포장구조설계지침의 변경이후 다양한 포장재료에 대한 합리적 인 시험 방법의 정립 및 Mn특성규명에 대한 연구들이 활발히 수행되고 있다. 따라서 본 연구에서는 가까운시일내 에 우리나라에서도 MR적용포장설계, 해석법의 적용이 불가피함을 고려하여, 이에 필요한 가장 기 본 적인 내용이라 할 수 있는국내 여건에 적합한 노상토의 Mr시험 방법의 정립, 국내 노상토의 Mr특성 및 MR-CBR상관관계에 대해서 논의하였다.