• 대한토목학회논문집
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• 제9권1호
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• pp.79-87
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• 1989

본(本) 연구(硏究)는 앵커의 경사도(傾斜度)가 널말뚝의 거동(擧動)에 미치는 영향(影響)을 모형실험(模型實驗)의 결과(結果)로부터 분석(分析)한 것이다. 앵커 경사(傾斜)의 증가(增加)는 널말둑의 수직(垂直) 수평변위(水平變位), 앵커의 하중손실(荷重損失) 및 유지(維持)된 모래의 침하량(沈下量)에 크게 영향(影響)을 미치지만, 휨 모멘트의 크기에는 영향(影響)이 적은 것으로 나타났다. 또한 널말뚝의 수직침하(垂直沈下)에 대한 부마찰력(負摩擦力)은 말뚝 길이의 0.71~0.80배(倍)인 굴착(掘鑿) 깊이에서의 강복점(降伏點)을 가진다. 굴착(掘鑿)으로 인한 토압(土壓) 재분포(再分布)는 soil arching 현상을 고려해야 하고, 토압(土壓)이 0인 지점(支點)은 기존의 자유단지설계방법(自由端支設計方法)에 의한 위치(位置)보다 약 20% 상부(上部)에 있고, 활동면(滑動面)과 최대주응력면(最大主應力面)이 이루는 각(角) $45^{\circ}+{\phi}/2$ 보다 크다는 것을 확인하였다.

• Ocean Systems Engineering
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• 제5권4호
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• pp.279-299
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• 2015

Suction anchors are widely adopted and play an important role in mooring systems. However, how to reliably predict the failure mode and ultimate pullout capacity of the anchor in sand, especially by an easy-to-use theoretical method, is still a great challenge. Existing methods for predicting the inclined pullout capacity of suction anchors in sand are mainly based on experiments or finite element analysis. In the present work, based on a rational mechanical model for suction anchors and the failure mechanism of the anchor in the seabed, an analytical model is developed which can predict the failure mode and ultimate pullout capacity of suction anchors in sand under inclined loading. Detailed parametric analysis is performed to explore the effects of different parameters on the failure mode and ultimate pullout capacity of the anchor. To examine the present model, the results from experiments and finite element analysis are employed to compare with the theoretical predictions, and a general agreement is obtained. An analytical method that can evaluate the optimal position of the attachment point is also proposed in the present study. The present work demonstrates that the failure mode and pullout capacity of suction anchors in sand can be easily and reasonably predicted by the theoretical model, which might be a useful supplement to the experimental and numerical methods in analyzing the behavior of suction anchors.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제6권11호
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• pp.2992-3007
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• 2012

Recently there has been an increasing interest in exploring the radio irregularity research problem in Wireless Sensor Networks (WSNs). Measurements on real test-beds provide insights and fundamental information for a radio irregularity model. In our previous work "LMAT", we solved the path planning problem of the mobile anchor node without taking into account the radio irregularity model. This paper further studies how the localization performance is affected by radio irregularity. There is high probability that unknown nodes cannot receive sufficient location messages under the radio irregularity model. Therefore, we dynamically adjust the anchor node's radio range to guarantee that all the unknown nodes can receive sufficient localization information. In order to improve localization accuracy, we propose a new 2-hop localization scheme. Furthermore, we point out the relationship between degree of irregularity (DOI) and communication distance, and the impact of radio irregularity on message receiving probability. Finally, simulations show that, compared with 1-hop localization scheme, the 2-hop localization scheme with the radio irregularity model reduces the average localization error by about 20.51%.

• Ocean Systems Engineering
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• 제3권2호
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• pp.79-95
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• 2013

Suction anchors are widely adopted in mooring systems. However there are still challenges in predicting the failure mode and ultimate pullout capacity of the anchor. Previously published methods for predicting the inclined pullout capacity of suction anchors are mainly based on experimental data or the FEM analysis. In the present work, an analytical method that is capable of predicting the failure mode and ultimate pullout capacity of the suction anchor in clay under inclined loading is developed. This method is based on a rational mechanical model for suction anchors and the knowledge of the mechanism that the anchor fails in seabed soils. In order to examine the analytical model, the failure angle and pullout capacity of suction anchors from FEM simulation, numerical solution and laboratory tests in uniform and linear cohesive soils are employed to compare with the theoretical predictions and the agreement is satisfactory. An analytical method that can evaluate the optimal position of the attachment point is also proposed in the present study. The present work proves that the failure mode and pullout capacity of suction anchors can be reasonably determined by the developed analytical method.

• 전자공학회논문지S
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• 제36S권8호
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• pp.55-64
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• 1999

본 논문에서는 가변하는 다중 닻점을 이용하는 새로운 색역 사상 방법을 제안한다. 제안된 방법은 기존의 한 개의 닻점을 사용하는 색역 사상에서 발생하는 휘도 범위의 축소를 가변하는 닻점을 이용하여 보상하여준다. 또한 이 과정에서 연속 계조 칼라를 재현하기 위하여 색역을 여러 영역으로 구분하여 각각의 영역에서 다른 닻점을 사용하는 다중 닻점 방식을 제안한다. 따라서 본 논문에서는 저가의 칼라 출력장치에서 고화질의 칼라를 재현할 수 있게 한다.

• 한국해양공학회지
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• 제19권5호
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• pp.34-42
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• 2005

The cable connection zone of the cable-stayed bridge transfers deal-load, live-load, and second-load to the cables on the structural joint zone of the cables and the main girders are the most critical parts in which big cable tensile forces are generated by those loads. Therefore, it is necessary to thoroughly check the main girder, structurally to secure the required stability. Because of the heavy tensile force of cables linked in the connection zone of the cable-stayed bridge, locally concentrated stress, as well as the dispersion of stress, occurs in the structurally contacted point of cable and main girder thus, we need to make a thorough investigation through a detailed structural analysis. Directly delivering the tensile force to the connection zone of the cable, the consequently big effect in the tensile force fluctuation caused by the live-load will make it necessary to review the fatigue strength. As the connection zone of the cable is designed to resist the tensile force of the cable, which is applied to a connecting section as a concentrated force, thick plates are used. These plates are frequently made of welded structure, thus, the investigation of the welding workability is inevitable.

• Maxillofacial Plastic and Reconstructive Surgery
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• 제36권4호
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• pp.154-160
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• 2014

Purpose: The efficiency of an anchor plate placed during orthognathic surgery via minimal presurgical orthodontic treatment was evaluated by analyzing the mandibular relapse rate and dental changes. Methods: The subjects included nine patients with Class III malocclusion who had bilateral sagittal split osteotomy at the Division of Oral and Maxillofacial Surgery, Department of Dentistry in Ajou University Hospital, after minimal presurgical orthodontic treatment. During orthognathic surgery, anchor plates were placed at both maxillary buttresses. The anchor plates were used to move maxillary teeth backward and for maximum anchorage of Class III elastics to minimize mandibular relapse during the postoperative orthodontic treatment. The lateral cephalometric X-ray was taken preoperatively (T0), postoperatively (T1), and one year after the surgery (T2). Seven measurements (distance from Pogonion to line Nasion-Nasion perpendicular [Pog-N Per.], angle of line B point-Nasion and Nasion-Sella [SNB], angle of line maxilla 1 root-maxilla 1 crown and Nasion-Sella [U1 to SN], distance from maxilla 1 crown to line A point-Nasion [U1 to NA], overbite, overjet, and interincisal angle) were taken. Measurements at T0 to T1 and T1 to T2 were compared and differences tested by standard statistical methods. Results: The mean skeletal change was posterior movement by $13.87{\pm}4.95mm$ based on pogonion from T0 to T1, and anterior movement by $1.54{\pm}2.18mm$ from T1 to T2, showing relapse of about 10.2%. There were significant changes from T0 to T1 for both Pog-N Per. and SNB (P<0.05). However, there were no statistically significant changes from T1 to T2 for both Pog-N Per. and SNB. U1 to NA that represents the anterior-posterior changes of maxillary incisor did not differ from T0 to T1, yet there was a significant change from T1 to T2 (P<0.05). Conclusion: This study found that the anchor plate minimizes mandibular relapse and moves the maxillary teeth backward during the postoperative orthodontic treatment. Thus, we conclude that the anchor plate is clinically very useful.

• 한국컴퓨터정보학회논문지
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• 제10권5호
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• pp.227-236
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• 2005

네트워크 이동성 기본 솔루션(NEMO basic solution)의 비 경로 최적화의 문제점을 해결하기 위한 방안 중 하나로 HPD(Hierarchical Prefix Delegation) 프로토콜이 있다. 그러나 HPD는 미시적 이동성에 대한 지원을 하지 못하므로 이동네트워크노드(MNN)가 접촉점을 변경할 때마다 MIPv6 프로토콜에서와 같이 HA(Home Agent)와 통신노드(CNs)로 BU(Binding Update) 메시지를 보내야하는 문제점을 갖는다. 본 논문은 HPD에 HMIPv6 프로토콜 개념을 적용하여 nested MEMO에서의 미시적 이동성을 효과적으로 지원하는 알고리즘을 제안하였다. 이동네트워크노드는 MAP(Mobility Anchor Point) 영역 안에서 위치변경 시 가까운 곳에 위치한 MAP으로만 BU를 보냄으로써 핸드오프 과정에서 발생하는 서비스 중단이나 신호 부하를 감소시켜 HPD에서의 한계를 극복하였다.

• 한국컴퓨터정보학회논문지
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• 제11권1호
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• pp.147-155
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• 2006

네트워크 이동성 기본 솔루션(NEMO basic solution)의 비 경로 최적화의 문제점을 해결하기 위한 방안 중 하나로 HPD(Hierarchical Prefix Delegation) 프로토콜이 있다. 그러나 HPD는 미시적 이동성에 대한 지원을 하지 못하므로 이동네트워크노드(MNN)가 접촉점을 변경할 때마다 MIPv6 프로토콜에서와 같이 HA(Home Agent)와 통신노드(CNs)로 BU(Binding Update) 메시지를 보내야하는 문제점을 갖는다. 본 논문은 HPD에 HMIPv6 프로토콜 개념을 적용하여 nested NEMO에서의 미시적 이동성을 효과적으로 지원하는 알고리즘을 제안하였다. 이동네트워크노드는 MAP(Mobility Anchor Point) 영역 안에서 위치변경 시 가까운 곳에 위치한 MAP으로만 BU를 보냄으로써 핸드오프 과정에서 발생하는 서비스 중단이나 신호 부하를 감소시켜 HPD에서의 한계를 극복하였다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제17권8호
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• pp.1976-1995
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• 2023

The anchor-free object detector CenterNet regards the object as a center point and predicts it based on the Gaussian circle region. For each object's center point, CenterNet directly regresses the width and height of the objects and finally gets the boundary range of the objects. However, the critical range of the object's center point can not be accurately limited by using the Gaussian circle region to constrain the prediction region, resulting in many low-quality centers' predicted values. In addition, because of the large difference between the width and height of different objects, directly regressing the width and height will make the model difficult to converge and lose the intrinsic relationship between them, thereby reducing the stability and consistency of accuracy. For these problems, we proposed a center point prediction method based on the Gaussian elliptic region and a size component regression method based on the small solution space. First, we constructed a Gaussian ellipse region that can accurately predict the object's center point. Second, we recode the width and height of the objects, which significantly reduces the regression solution space and improves the convergence speed of the model. Finally, we jointly decode the predicted components, enhancing the internal relationship between the size components and improving the accuracy consistency. Experiments show that when using CenterNet as the improved baseline and Hourglass-104 as the backbone, on the MS COCO dataset, our improved model achieved 44.7%, which is 2.6% higher than the baseline.