• Proceedings of the Korea Multimedia Society Conference
• /
• 2002.11b
• /
• pp.229-233
• /
• 2002

디지털 핑거프린팅(digital fingerprinting)은 멀티미디어 컨텐츠에 구매자의 정보를 삽입하여 불법적으로 컨텐츠를 재분배한 부정자(traitor)를 추적하는 기법이다. 기존에 제안된 대부분의 핑거프린팅 기법은 부정자를 식별하는 단계(identification protocol) 또는 그 증거를 제 3자에게 제출하여 확신받는 단계(trial protocol)까지만 고려했다. 대개의 경우 판매자는 해당 컨텐츠에서 부정자의 정보를 추출하여 그 신원을 확인하므로 재분배자 식별 단계를 거친 판매자는 해당구매자의 정보를 알 수 있게 된다. 따라서 판매자는 이를 이용하여 원 컨텐츠에 해당 구매자의 정보를 삽입할 수 있으며, 이로 인해 또 다른 문제가 발생할 수 있다. 본 논문에서는 재분배자 식별 단계 이후, 판매자가 불법적으로 구매자의 정보를 컨텐츠에 삽입할 가능성을 제기하고, 이 문제를 해결하기 위해 2단계 핑거프린팅 기법을 이용한 익명 핑거프린팅 방식을 제안한다.

• Magazine of the Korean Society of Agricultural Engineers
• /
• v.29 no.2
• /
• pp.74-81
• /
• 1987

지표에서 토양속으로 흐르는 물의 침수를을 동심원관형침수계를 사용하여 측정하였다. 내부관과 외부관을 비교함으로서 침투율 측정시 침투계 바깥쪽으로 흐르는 수평방향으로 흐름을 예상할수 있으며 서로 다른 초기함수조건에서 침투율을 측정, 비교함으로써 초기함수 상태의 침투율에 대한 영향을 고찰하였다. 측정치를 분석한 결과 예상한 대로 바깥쪽으로 흐르는 수평방향의 토양수분으로 인하여 외부관에서의 침투율이 내부관에서 보다 평균90% 컸으며, 또 초기 함수량이 작은 경우가 큰 경우보다 침투율이 켰다. 침수가 끝난 후 재분배시의 토양 수분 흐름은 수리지표를 검사함으로써 추정하였다.수평 및 수직방향의 수리지표는 다단 텐시오미터(multiple-depth tensiometer)를 사용하여 토양속의 공극수압을 측정하여 계산하였다 수리지표를 검사한 결과 재분배시 수평방향의 토양수분 흐름은 일정한 방향이 아니라 경우에 따라서 원관 침투계의 중심쪽으로 또는 바깥쪽으로 흘렀다. 이느 토양의 물리적 성질이 장소에 따라서 균일하지 않았음에 기인한 것이라 판단된다. 재분배시 수평 및 수직방향의 평균수리지표의 비율을 검사한 결과 시간이 경과할수록 비율이 감소 되었으며 또 깊이가 깊어질수록 감소하였다.이는 즉 시간이 지날수록 깊이가 깊어질수록 토양수분 흐름의 수평방향 성분이 감소한다는 것을 나타낸다.

• Proceedings of the Korean Information Science Society Conference
• /
• 2005.07a
• /
• pp.553-555
• /
• 2005

이중 공유기반 트리 방식인 CBT 방식은 송신자와 수신자 모두 센터 노드(Core)에 이르는 최단경로를 통해 데이터를 주고받는 방식이다. 이 방식은 Core를 이용하여 멀티캐스트의 한계인 확장성문제를 해결하기 위해서 사용된 방식이다. 그러나 현재 멀티미디어 라우팅방식은 Best-Effort 방식의 패킷 스위칭은 가능한 한 패킷을 전송하려 하기 때문에 Core와 RP를 중심으로 데이터의 폭주 현상을 유발한다. 우리는 이와 같은 문제를 해결하기 위해서 RED 알고리즘을 이용한 Anycast 방식을 제안한다. Anycast 프로토콜은 Anycast 주소를 가진 수신자 그룹 멤버들 중, 가장 근접한 라우터나 지역의 Anycast 그룹 멤버들에게 패킷을 재분배할 수 있는 최적의 서버 또는 호스트에게 패킷을 전달하는 방식이다. 이와 같이 Anycast는 Core의 패킷을 재분배하여 근접한 라우터로 재분배 하여 최적의 호스트에게 전달할 수 있다. Core의 패킷을 재분배하기 위해서는 RED 알고리즘을 도입하여 Core으 트래픽 증가를 분산시킨다.

• Journal of Korean Society of Steel Construction
• /
• v.17 no.3 s.76
• /
• pp.285-294
• /
• 2005

Drift design is one of the core techniques in the structural design of high-rise buildings and resizing technique is regarded as a practical drift design method for high-rise buildings. In the resizing technique, the structural weight is re-distributed to minimize the target displacement without a change in structural weights. However, the structural weight determined from resizing algorithm is bound to the structural weight based on the preliminary design. Therefore, in this paper, a drift design method that can control the weight of the structure without causing drift control performance to deteriorate is proposed by incorporating the weight control factor in the formulation of resizing algorithm. The proposed drift design method is applied to the drift design of two frame-shear wall systems. The proposed drift design method, in this study, makes it possible to control both the drift and weight of a high-rise building.

• Journal of KIISE:Software and Applications
• /
• v.31 no.10
• /
• pp.1345-1355
• /
• 2004

In a sender-initiated load redistribution algorithm, a sender(overloaded processor) continues to send unnecessary request messages for load transfer until a receiver(underloaded processor) is found while the system load is heavy. In a receiver-initiated load redistribution algorithm, a receiver continues to send unnecessary request messages for load acquisition until a sender is found while the system load is light. Therefore, it yields many problems such as low CPU utilization and system throughput because of inefficient inter-processor communications in this environment. This paper presents an approach based on genetic algorithm(GA) for adaptive load sharing in distributed systems. In this scheme, the processors to which the requests are sent off are determined by the proposed GA to decrease unnecessary request messages.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.19 no.4 s.74
• /
• pp.357-367
• /
• 2006

Drift design methods using resizing algorithms have been presented as a practical drift design method since the resizing algorithms proposed easily find drift contribution of each member, called member displacement participation factor, to lateral drift to be designed without calculation of sensitivity coefficient or re-analysis. Weight of material to be redistributed for minimization of the lateral drift is determined according to the member displacement participation factors. However, resizing algorithms based on energy theorem must consider loading conditions because they have different displacement contribution according to different loading conditions. Furthermore, to improve practicality of resizing algorithms, structural member grouping is required in application of resizing algorithms to drift control of high-rise buildings. In this study, three resizing algorithms on considering load condition and structural member grouping are developed and applied to drift design of a 20-story steel-frame shear-wall structure and a 50-story frame shear-wall system with outriggers.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2008.04a
• /
• pp.133-136
• /
• 2008

Moment redistribution problem that reflects plasticity concept is foundation of limit state design and it has been interested to design engineers and researchers for a long time, because it enables the reasonable estimation of strength of structures through amount of reinforcement control about negative moment in support. Many researchers find that moment redistribution closely related to ductility of degree of structure and there are a lot of difficulties in achieving the reliable experimental results because of a lot of restriction of experiment. So, studies are achieved for indirect estimate methods about ductility ability of structures. Each design standards limits that the degree of redistribution of bending moment is based on the measurement of ductility of structure, and it shows conservative results. In this study, with these results, present the basic data for reasonable strength estimation methods and allowed moment redistribution of reinforced concrete continuous beams.

• Journal of the Korea Society for Simulation
• /
• v.19 no.1
• /
• pp.125-131
• /
• 2010

In wireless sensor networks application, sensor nodes are randomly deployed in wide and opened environment typically. Since sensor networks have these features, it is vulnerable to physical attacks in which an adversary can capture deployed nodes and use them to inject a fabricated report into the network. This threats of network security deplete the limited energy resource of the entire network using injected fabricated reports. A dynamic en-route filtering scheme is proposed to detect and drop the injected fabricated report. In this scheme, node executes the key redistribution to increases the detection power. It is very important to decide the authentication key redistribution because a frequent key redistribution can cause the much energy consumption of nodes. In this paper, we propose a key redistribution determining method to enhance the energy efficiency and maintain the detection power of network. Each node decides the authentication key redistribution using a fuzzy system in a definite period. The proposed method can provide early detection of fabricated reports, which results in energy-efficiency against the massive fabricated report injection attacks.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.26 no.1C
• /
• pp.53-61
• /
• 2006

This study is aimed at to examine the stress redistribution mechanism for tunneling in an unconsolidated ground with inclined layers through model tests. To make the unconsolidated ground, two dimensional model ground is prepared with aluminum rods and blocks, which are frictional resistance free between testing apparatus walls and ground materials, by establishing the ground materials self-supporting. It is carried out to measure the ground deformation and the stress redistribution for model ground with tunneling by measuring apparatus respectively. For the ground deformation, surface settlements are measured to examine the deformation features during tunnel excavation. For the stress redistribution, the earth pressure acting on both the tunneling part and its surrounding parts is measured to examine their mutual relationship. Based on test results, precise examination is conducted on the stress redistribution mechanism in the unconsolidated ground with inclined layers during tunnel construction.

• The Korean Journal of Applied Statistics
• /
• v.28 no.4
• /
• pp.721-739
• /
• 2015

The importance of the old age income security will increase for an aging society due to the deepening income polarization. The National Pension(NP) is a representative Social Security scheme in charge of old age income security as well as income redistribution for the insured. Studies by Kim (2002), Kim et al. (2003), and Hong (2013) have reported the possibility of unsatisfactory income redistribution of the NP. Recently Choi (2015) attributed those results to an unnoticed defect in the benefit formula. This study is a test for the unsatisfactory income redistribution of the current National Pension using early participants who have now become pensioners. The method aggregates cohorts and combines individual history data before the year 2013 and the results of the actuarial projection model of the 2013 after the year 2014. The results are divided by measures taken. The redistribution is obviously progressive by the income replacement rate; however, it is significantly regressive when measured by the net benefit theoretically as more plausible. Considering the effect of differing lifetime contribution year among income classes, the regressive redistribution will prevail more in the future pensioners.