• International Journal of Internet, Broadcasting and Communication
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• 제16권2호
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• pp.10-21
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• 2024

Recently, audio systems are changing the configuration of conventional sound reinforcement (SR) systems and public address (PA) systems by using audio over IP (AoIP), a technology that can transmit and receive audio signals based on internet protocol (IP). With the advancement of IP technology, AoIP technologies are leading the audio market and various technologies are being released. In particular, audio networks and control hierarchy over peer-to-peer (Anchor) technology based on AoIP is a system that transmits and receives audio signals over a wide bandwidth without an audio mixer, creating a novel paradigm for existing audio system configurations. Anchor technology forms an audio system by connecting audio sources and output equipment with On-site audio center (OAC), a device that can transmit and receive IP. Anchor's receiving OAC is capable of receiving and mixing audio signals transmitted from different IPs, making it possible to configure a novel audio system by replacing the conventional audio mixer. However, Anchor technology does not have the ability to provide audio effects to input devices such as microphones and instruments in the audio system configuration. Due to this, when individual control of each audio source is required, there is a problem of not being able to control the input signal, and it is impossible to individually affect a specific input signal. In this paper, we implemented a tone control module that can individually control the tone of the audio source of the input device using the audio processor core in the audio system based on Anchor technology, tone control for audio sources is possible through a tone control module connected to the transmitting OAC. As a result of the study, we confirmed that OAC receives the signal from the audio source, adjusts the tone and outputs it on the tone control module. Based on this, it was possible to solve problems that occurred in Anchor technology through transmitting OAC and tone control modules. In the future, we hope that the audio system configuration using Anchor technology will become established as the standard for audio equipment.

• 한국구조물진단유지관리공학회 논문집
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• 제10권5호
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• pp.87-98
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• 2006

본 연구는 풍화암에 근입된 영구 앵커의 극한인발력에 관한 연구를 수행하기 위하여 현장에서 실규모 인발시험을 실시한 실험 결과이다. 현장 실물 실험에서는 정착길이가 다른 4개의 앵커에 대한 하중-변위 곡선으로부터 극한인발력을 산정하였다. 또한, 앵커의 수용 여부를 결정하기 위해 단계별 최대하중에서 15분 동안의 크리프 시험을 실시하여 극한하중까지의 크리프치를 평가하였다. 그리고 풍화암에 근입된 영구 앵커의 파괴메카니즘을 규명하기 위해 지표면에 다이얼게이지를 설치하여 하중 변화에 따른 지반의 파괴 거동 범위를 측정하였다.

• 한국지반공학회지:지반
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• 제6권1호
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• pp.43-58
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• 1990

지반앵커의 극한인기저항흉을 구하기 위해서는 파괴면의 위치, 파괴면 위의 수직응력 및 마찰각 을 알지 않으면 안된다. 본 연구에서는 평면변형률 모형실험을 통해서, 앵커주변지반의 변형을 관찰하여 파괴면의 위치를 구하고, 앵커표면의 수직응력,전단응력을 실측하므로써 앵커표면의 응력상태를 분석했다. 그리고, 측압계수와 파괴면의 위치의 관계(파괴모-드)를 구하구 무차원 계수인 극한인발저항력계수를 이용하여 극한51기저항력의 산정식을 제안했다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.545-552
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• 2003

For temporary excavation support in a congested urban area, the strand of ground anchor should be removed to get permission of the private land to install anchors. But the strand doesn't need to be removed in the outside city area after use. So the anchor body, tension anchor, is fabricated in-situ. The unbonded length of This anchor has several strands, which wrap only one sheath. When the anchor body is carried into job-site or installed in the bore hole, the sheath is torn easily because it is a very week material. So the grout permeate into the torn sheath. Because of that, the load doesn't transfer to the bond length of ground anchors. It may indicate that load is being transferred along the unbonded length and thus within the potential slip surface assumed for overall stability of the anchored system. The load tests were performed on seven low-pressure grouted anchors installed in weathered soil to verify its problems. Four anchors(Type A) have the unbonded length, which consist of five strands and a week sheath and three anchors(Type B) have strands, which is covered by plastic sheath filled with grease, in the unbonded length. Both anchors are compared with load tests results.

• Geomechanics and Engineering
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• 제22권3호
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• pp.265-275
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• 2020

As a flexible supporting structure, the anchoring frame structure is widely adopted to support multistage slopes in high earthquake-intensity area for its effectiveness and practicality. The previous study indicates that the anchor of anchoring frame structure is the most likely to be damaged during earthquakes. It is crucial to determine the pull-out capacity of anchor against seismic force for the seismic design of anchoring frame structure. In this study, an analytical model of a three-stage slope supported by anchoring frame structure is established, and the upper bound method of limit analysis is applied to deduce the seismic anchor force of anchoring frame structure. The pull-out capacity of anchor against seismic force of anchoring frame structure at each stage is obtained by computer programming. The proposed method is proved to be reasonable and effective compared with the existing published solution. Besides, the influence of main parameters on the pull-out capacity of anchor against seismic force is analyzed to provide some recommendations for the seismic design of anchoring frame structure.

• 한국공간정보시스템학회 논문지
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• 제11권2호
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• pp.1-6
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• 2009

Localization of nodes is a key technology for application of wireless sensor network. Having a GPS receiver on every sensor node is costly. In the past, several approaches, including range-based and range-free, have been proposed to calculate positions for randomly deployed sensor nodes. Most of them use some special nodes, called anchor nodes, which are assumed to know their own locations. Other sensors compute their locations based on the information provided by these anchor nodes. This paper uses a single mobile anchor node to move in the sensing field and broadcast its current position periodically. We provide a weighted centroid localization algorithm that uses coefficients, which are decided by the influence of mobile anchor node to unknown nodes, to prompt localization accuracy. We also suggest a criterion which is used to select mobile anchor node which involve in computing the position of nodes for improving localization accuracy. Weighted centroid localization algorithm is simple, and no communication is needed while locating. The localization accuracy of weighted centroid localization algorithm is better than maximum likelihood estimation which is used very often. It can be applied to many applications.

• 한국해양공학회지
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• 제28권1호
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• pp.47-54
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• 2014

When an anchor penetrates and is installed under a seabed, a portion of the mooring line connected to the anchor is also embedded under the seabed. This embedded mooring line affects the capacity of the anchor in two ways. First, the frictional resistance that occurs between the mooring line and the seabed reduces the pulling force acting on the anchor. Second, the embedded part of the mooring line forms a reverse catenary shape due to the bearing resistance of the soil, so that an inclined pulling force is applied to the anchor. To evaluate the mooring line's effect on the capacity of an anchor in sand, centrifuge model tests were performed using two relative sand densities of 76% and 51% while changing the anchor depths. The test results showed that the load is reduced much more in deep and dense sand, and the inclination angle of the load is lower in shallow and loose sand.

• Geomechanics and Engineering
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• 제8권3호
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• pp.441-460
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• 2015

A new theoretical approach for analysis of stress around a tensioned anchor in rock is presented in this paper. The solution has been derived for semi-infinite elastic rock and anchor and for plane strain conditions. The method considers both the anchor head bearing plate and its grouted bond length embedded in depth. The solution of the tensioned rock anchor problem is obtained by superimposing the solutions of two simpler but fundamental problems: A distributed load applied at a finite portion (bearing plate area) of the rock surface and a distributed shear stress applied at the anchor-rock interface along the bond length. The solution of the first problem already exists and the solution of the shear stress distributed along the bond length is found in this study. To acquire a deep understanding of the stress distribution around a tensioned anchor in rock, an illustrative example is solved and stress contours are drawn for stress components. In order to verify the results obtained by the proposed solution, comparisons are made with finite difference method (FDM) results. Very good agreements are observed for the teoretical results in comparison with FDM.

• 한국멀티미디어학회:학술대회논문집
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• 한국멀티미디어학회 2002년도 추계학술발표논문집
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• pp.507-510
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• 2002

웹에서 이용할 수 있는 Annotation들은 개인 노트의 수단이며, 같은 일에 종사하는 동료들간의 커뮤니케이션과 협업할 수 있도록 도와준다. 이런 종이 책에서의 Annotation들을 웹에 적용함으로써 공유. 검색, 재편집 등의 장점을 얻을 수 있다. 웹 Annotation은 통신수단의 발달과 함께 증가한 인터넷 사용자들의 활발한 커뮤니케이션을 통해 빠르게 증가하고 있어 한 문서에 많은 Annotation이 생성된다. 현재, 웹 상의 Annotation에 관련된 연구들은 생성, 출력, 저장을 중심으로 연구되고 있으나 한 문서 또는 한 Anchor에 존재하는 많은 Annotation들을 효과적으로 제공하는 방법에 관한 연구는 미비한 실정이다. 기존 Annotation 시스템들의 대부분은 다수의 Annotation들을 관련성이나, 사용자 특성을 고려하지 않고, 입력된 순서로 Annotation을 제공한다. 때문에 Anchor의 이해시간을 가중시킨다. 또한, 생성된 모든 Annotation 제공으로 인해 문서에 너무 많은 Annotation들이 생성되어 문서의 레이아웃을 손상시킬 수 있어[1], 문서를 이해의 시간을 증가시킨다[2]. 따라서 본 논문에서는 웹 문서에 생성된 다수의 Anchor들과 Annotation들을 사용자에게 효율적으로 제공하기 위하여 사용자 관심사에 맞는 Anchor와 Annotation만을 제공하는 Annotation 필터링기법을 제안한다. 또한. 동일한 Anchor내에서 적절한 Annotation의 우선 접근을 위한 Annotation 순위 부여기법과 Annotation 필터링 결과에 따라 Anchor의 표현유무를 결정하는 Anchor 표현 기법을 제안한다.

• 한국방재학회 논문집
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• 제5권1호
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• pp.69-76
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• 2005

본 연구는 익스팬션(고하중 앵커와 웨지앵커)의 내력평가 하기 위한 실험적 연구이다. 하중조건은 인발, 전단 및 인발과 전단의 조합하중이다. 고하중 앵커와 웨지 앵커는 국내산 앵커를 사용하였으며, 무근콘크리트에 매입하였다. 앵커 파괴 및 콘크리트 파괴모드에 따른 기존의 앵커 설계식를 연구하였으며, 실험결과를 인발 및 전단내력의 상호작용에 관한 여러 모델들과 비교 분석하였다. 연구결과 다음과 같은 결론을 얻었다. 조합하중 작용 시 힘의 상호작용은 타원형 상호관계가 가장 적합한 것으로 판단된다.