• Geomechanics and Engineering
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• v.11 no.5
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• pp.691-711
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• 2016

In this study, the uplift capacity of anchor plates embedded in sand was investigated by conducting model tests. Square shaped anchors were used in the tests and parameters such as relative density of sand, embedment ratio (H/B), spacing ratio between anchors (S/B) and anchor configuration affecting the uplift capacity were investigated. Breakout factor and group efficiency which are dimensionless parameters were used to show the results. A series of finite element analyses and analytical solutions were additionally performed to ascertain the validity of the findings from the laboratory model tests and to supplement the results of the model tests. It can be concluded that the embedment depth in dense sand soil condition is the most important parameter with respect to the other parameters as to influencing the uplift capacity of group anchors.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.783-786
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• 2010

This paper presents a finite element analysis on impedance parameters of anchor plates of structural cables under the change in cable forces. To achieve the objective, four approaches are implemented as follows: Firstly, theoretical background of electro-mechanical impedance is described. Secondly, anchor plates of structural cables are selected to experimentally examine the relationship between impedance parameters and cable force changes. Thirdly, finite element analysis is performed to verify the experimental results. Fourthly, a comparison between the experimental and numerical analysis on impedance parameters of anchor plate of structural cables under cable force changes is carried out.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2013.05a
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• pp.281-283
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• 2013

In this paper, standing water level control system and a comparison of existing methods (anchor, PDD, DM) and economic analysis was conducted. 1) Cost PDD method (6%), DM system (4%), and the SAL standing water level control system (4%), except for the anchor system is similar to the construction of three methods based on the portion of the anchor system was analyzed that. 2) construction and maintenance costs compared with the sum of the partial was, anchor system (100%), PDD method (39%), DM system (37%), the SAL standing water level control system (21%), the SAL standing water level control system was identified as the lowest cost method of.

• Proceedings of the Korean Information Science Society Conference
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• 2004.04b
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• pp.916-918
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• 2004

90년대 이전에 정보 검색에 대한 연구는 문서의 내용을 기반으로 한 연구가 주류였으며, 90년대에는 링크를 이용한 연구가 활발하였다. 90년대 말에 Page Rank와 HITS가 링크를 이용한 연구의 대표적 사례이며, 최근에는 문서의 내용과 링크 정보를 같이 이용하는 연구가 많이 발표되고 있다. 본 논문도 문서의 정보와 링크 정보를 이용한 새로운 검색 모델을 제시하고자 한다. 본 논문에서 사용하는 링크 정보는 수집된 문서에서 추출한 Page Rank의 가중치와 한 페이지를 가리키는 링크들의 목록이며, 상용하고자 하는 문서의 정보는 본문 내용과 Anchor Text이다. 링크 정보와 문서 정보를 이용하여 Anchor 벡터와 문서 벡터를 만들고, 각각 질의어 벡터와 Cosine Measure를 하여 값을 구한 후, 더한 값을 해당 문서의 가중치로 하여 검색에 이용한다.

• International Journal of Naval Architecture and Ocean Engineering
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• v.3 no.3
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• pp.193-200
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• 2011

As larger ships and floating offshore structures are, and rougher the marine environment becomes nowadays, a drag embedment type anchor of more stable performance and higher holding power is requested. This paper describes an experimental study of the drag embedding motion and the resultant holding force of three types of drag embedment type anchor model (HALL, AC-14, SEC POOL-N, scale 1/10).

• Proceedings of the Korea Information Processing Society Conference
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• 2004.05a
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• pp.665-668
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• 2004

최근의 웹 문서는 텍스트뿐만 아니라 이미지, 사운드 등 다른 여러 형태로 표현되고 있어서 텍스트의 비중이 낮아지고 있다. 그래서 문서 내에서 일정량 이상의 단어 추출이 어려운 문서들에 대해서 기존의 단어 정보만을 이용한 문서 범주화 방법은 좋은 성능을 기대할 수 없다. 그래서 본 논문은 Anchor Text 단어 정보의 자질 적합성 판단에 의한 새로운 자동 문서 범주화 모델을 제안한다. 문서 범주화 모델로는 베이지언 확률 모델을 이용하였으며, 카이제곱 통계량을 사용하여 자질을 선정하였다. 문서 내에서 추출된 단어 자질들이 해당 문서를 판단하는데 부족하다고 판단되면 문서의 링크정보를 이용하여 연결된 문서의 단어 자질과 Anchor Text의 단어 자질을 반영함으로써 성능을 향상시킨다.

• Journal of Urban Science
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• v.7 no.2
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• pp.29-36
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• 2018

The demand for reinforcement in accordance with remodeling, seismic retrofit, and change of use of the existing structure is increasing. Originally, shear wall new and extension method has been adopted a lot as seismic retrofit methods. Recently, dry seismic retrofit method that uses structural steel is mostly adopted in order to minimize spatiotemporal aspect and underpinning that occurs when a construct shear wall. We redesigned the form of old and new concrete joint high-shear ring anchor that was developed according to recent reinforcement method and determined construction method. Shear tests were performed on High-Shear Ring Anchor for steel-concrete connection. Comparison with 4 tests shows that the average of test-to-prediction ratios is 1.01.

• Journal of the Korean GEO-environmental Society
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• v.23 no.1
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• pp.15-23
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• 2022

This paper presents the results of full-scale load tests performed frictional anchors to various lengths at several sites in Korea. Various rock types were tested, ranging from highly weathered shale to sound gneiss. In many tests, rock failure was reached and the ultimate loads were recorded along with observations of the shape and extent of the failure surface. Laboratory tests were also conducted to investigate the influence of the corrosion protection sheath on the bond strength. Based on test results, the main parameters governing the uplift capacity of the rock anchor system were determined. By evaluation of the ultimate uplift capacity of anchor foundations in a wide range of in situ rock masses, rock classification suitable for structural foundation was developed. Finally, a very simple and economical design procedure is proposed for rock anchor foundations subjected to uplift tensile loads.

• Asia Marketing Journal
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• v.18 no.4
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• pp.27-49
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• 2017

The two competing underlying mechanisms of anchoring, anchoring-and-adjustment and selective accessibility, have very different managerial implications for the effect of price as an anchor on willingness-to-pay (WTP). To clarify their relative roles in inducing the anchoring effect, path analysis modeling in which two paths are included in a single model was utilized. The first path proceeds directly from anchor price to WTP, representing anchor-and-adjustment. The second path, representing selective accessibility, includes a mediator formed by various explanatory variables of WTP. The results consistently show that only the direct path, anchoring-and-adjustment, is significant. The results also show that the level of available product information has no significant moderation effect on both of the paths, which implies the robustness of the result with respect to information level.

• Proceedings of the Korea Information Processing Society Conference
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• 2011.11a
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• pp.617-620
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• 2011

본 논문은 Inter-Local Mobility Anchor 환경에서의 경로 최적화 기법을 Proxy Mobile IPv6 환경에서 캐쉬 정보를 활용하여 삼각 라우팅 문제를 해결하기 위해 경로 최적화 수행 시 빠른 처리 속도와 안정성을 가지는 방법에 대해 연구하였다. 기존의 경로 최적화 방법 중 inter-Local Mobility Anchor 환경에서 Liebsch의 방법은 모든 경우를 확인하기에 어떤 상황에서도 동일한 시그널링 코스트가 사용되지만 경로 최적화를 위한 프록시 바인딩의 시그널링 코스트가 많고, Dutta의 방법은 경로 최적화를 위한 프록시 바인딩의 시그널링 코스트는 효과적으로 감소시켰으나 Mobile Access Gateway 사이의 프록시 바인딩 과정이 없음으로 인하여 발생할 수 있는 문제점을 간과하였다. 본 논문에서는 Inter-Local Mobility Anchor 환경에서도 시그널링 비용은 증가시키지 않으면서 Local Mobility Anchor와 Mobile Access Gateway로부터 메시지를 받을 경우 응답 메시지를 전송하여 신뢰성을 향상시킨 경로 최적화 방법을 캐쉬 정보를 활용하는 방안에 관하여 연구하였다.