• Proceedings of the Korea Information Processing Society Conference
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• 한국정보처리학회 2005년도 추계학술발표대회 및 정기총회
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• pp.1235-1238
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• 2005

P2P(peer-to-peer) 웹 캐슁 모델은 서버 쪽에 집중되는 트래픽을 완화시킴으로써 전통적인 웹 캐슁 모델을 보완할 수 있다는 측면에서 최근에 활발히 연구되어 왔다. P2P 웹 캐슁은 클라이언트들의 로컬 캐쉬를 활용하여 부가적인 인프라의 추가없이 캐쉬 공간이 확대되는 효과를 얻을 수 있지만, 각 클라이언트들은 독립된 피어로서의 자율성(autonomy)을 가지므로 이러한 자율성의 제한을 최소화해야한다. 본 논문에서는 피어의 자율적인 동적 참여와 로컬 캐슁 전략을 보장하여 시스템의 실행 가능성(feasibility)을 높인 환경에서 효율적인 디렉토리 기반 P2P 웹 캐슁 시스템을 제안하였다. 제안하는 P2P 웹 캐슁 시스템은 동적인 P2P 네트워크 상에서의 오브젝트의 lifetime을 예상하여 이를 저장 공간 관리(storage management)에 적용하였다. 시스템의 성능 평가를 위하여 클라이언트의 http 요청 로그 데이터셋을 이용하여 트레이스 기반(trace-driven) 실험을 수행하고, 제안하는 시스템이 기존의 시스템에 비하여 주어진 동일한 환경에서 더 높은 정확성을 가짐을 확인하였다.

• Proceedings of the Korea Information Processing Society Conference
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• 한국정보처리학회 2009년도 춘계학술발표대회
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• pp.776-779
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• 2009

P2P(Peer-to-Peer) 기반에 분산 작업 할당의 경우 정해진 수의 모든 피어에 작업을 분배하는 방식으로 처리하기 때문에 한 피어에 작업량이 증가하는 경우나 피어에 문제가 발생하는 경우 이를 사전에 예측하지 못해 시스템에 문제가 발생하게 된다. 또한 P2P 형태의 특성 상 피어의 그룹 참여는 유동적이며 그룹에 참여하는 피어의 사양도 다양하게 존재하게 된다. 이와 같은 상황에서는 작업을 할당하더라도 작업 진행이 이루어지지 않을 확률이 높아지고 전반적으로 시스템의 성능을 저하시키는 문제점을 가지게 된다. 본 논문에서는 이러한 문제점을 해결하기 위해서 인공지능 알고리즘의 하나인 유전자 알고리즘(Genetic Algorithms: GA)를 활용하여 피어의 상태를 사전에 예측하여 작업 분배 시 동적으로 작업할 피어를 선택하여 처리하는 P2P기반 동적 작업할당 관리자를 설계하였다.

• The Journal of the Korea institute of electronic communication sciences
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• 제12권5호
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• pp.933-940
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• 2017

This thesis shows the emotional light that stabilizes various human heart rates through the three elements of LED. This experiments confirm the change of heart rates when subjects see the static LED, fluid LED That was controlled by the guitar chord and beat in a given music and without light Consequently, the experiment proved that the bpm slope of test subject during specific time in liquid LED, -12.85, was steeper than -12.05 in static LED and -11.05 without light, which showed that fluid LED is more effective to stabilize heart rate than other conditions.

• Journal of Korean Society of Steel Construction
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• 제10권2호통권35호
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• pp.187-199
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• 1998

The highspeed railway bridge which support continuous and high moving mass evalute the dynamic state and make the displacement of the bridge makes more or less, but up to this time the bridges are designed by the static design concept. for example when we design bridge we use impact factor, which only times the static load makes dynamic load. But becouse it simples. it can't express all of the effects. And so, in this report we study the modeling method of the moving mass and the dynamic factor.

• Composites Research
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• 제29권6호
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• pp.369-374
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• 2016

In this study, a structural optimal design of 10 MW composite blade was performed using bend-twist coupled(BTC) design concept. Bend-twist coupling of blade means the coupling behavior between the bending and torsional deflections due to the composite lamina with fiber angle biased from the blade longitudinal axis. This can potentially improve the overall performance of composite blade and reduce the dynamic loading. Parametric studies on layup angle, thickness and area of off-axis carbon UD were conducted to find the optimum coupling effect with weight reduction. Comparing the results of fatigue load analysis between conventional model and BTC applied model, the damage equivalent load(DEL) of blade root area were decreased about 3% in BTC model. To verify the BTC effect experimentally, a 1:29 scaled model was fabricated and the torsion at the tip under deflection behavior of blade stiffener model was measured by static load test.

• Journal of the Korean Society for Railway
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• 제14권3호
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• pp.222-227
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• 2011

The dropper supports the contact wire and is attached using various types of dropper clips on the catenary. Droppers are subject to mechanical stress from buckling during the passage of pantographs. In order to investigate failure causes for the high speed line dropper, theoretical analyses and experiments have been carried out. In this paper, mathematical formulas are derived for the pre-sag of the dropper static load. The measured values in the experiment were similar to the theoretical predictions. To analyze the cause on fracture of dropper wire, we have conducted analysis such as SEM(Scanning Electron Microscope) of fractured specimens in the field and new specimens. Finally, we performed measurement for the variation of dynamic load on the dropper when a pantograph moved at 300km/h under the Korean high speed overhead line. If such mechanical load occur repeatedly with every passing pantograph, it is possible that the dropper wire will break due to fatigue. This results will be used for special management of high speed catenary system maintenance and life estimation of dropper.

• KSCE Journal of Civil and Environmental Engineering Research
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• 제6권2호
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• pp.85-91
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• 1986

Fatigue life is an important consideration for the design of offshore structures in deep sea and in hostile environments. In this paper, the effect of the bandwidth of random stresses on the fatigue life estimation of fixed offshore structures is investigated. The dynamic analysis is carried out in the frequency domain by using the equivalent linearization technique. Fatigue damages are calculated by two stress cycle counting methods; i.e., the narrow band method and the wide band method using rainflow counting technique. Example studies are carried out for two different structures. Numerical results indicate that the wide band approach, which is more complex but theoretically more appropriate pridicts smaller values of fatigue damages compared with those by the narrow band approach for all seastate conditions. Such trend becomes more apparent for the cases of severe seastates where the bandwidth of random stresses becomes large.

• Journal of Sensor Science and Technology
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• 제10권1호
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• pp.42-51
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• 2001

In this study, the effects of embedded optical fibers on the static properties under tensile load and dynamic properties under fatigue load of composite laminates were investigated by experimental tests and finite element analysis. Based on the results, it can be concluded that the embedded optical fiber sensors do not have significant effects on the structural integrity of the smart composite structures except when the sensors are embedded perpendicular to the adjacent reinforcing fibers under fatigue loading. An intensity-based optical fiber sensor was embedded in the crossply composite laminates to monitor the fatigue damage by detecting the stiffness changes of the laminates. The result of this experiment has shown that the intensity-based optical fiber sensor has large potential to monitor the fatigue damage of composite structures by detecting the stiffness changes of the structures with simple and inexpensive instruments and without complex post-processing of measured signals. In addition, the optical fiber sensor showed good resistance to fatigue loading and wide sensing ranges of stiffness.

• Journal of the Korean Society for Railway
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• 제10권5호
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• pp.499-505
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• 2007

The major effective of this study is to investigate the fatigue effects of rail pad on High Speed Railway with concrete slab track system. It analyzed the mechanical behaviors of HSR concrete slab track with applying rail pad stiffness based on fatigue effect (hardening and increasing stiffness) on the 3-dimensional FE analysis and laboratory test for static & dynamic characteristics. As a result, the hardening of rail pad due to fatigue loading condition are negative effect for the static & dynamic response of concrete stab track which is before act on fatigue effect. The analytical and experimental study are carried out to investigate rail pad on fatigue effected increase vertical acceleration and stress and decrease suitable deflection on slab track. And rail pad based on fatigue effect induced dynamic maximum stresses, the increase of damage of slab track is predicted by adopting fatigue effected rail pad. after due consideration. The servicing HSR concrete slab track with resilient track system has need of the reasonable determination after due consideration fatigue effect of rail pad stiffness which could be reducing the effect of static and dynamic behavior that degradation phenomenon of structure by an unusual response characteristic and a drop durability.

• The Journal of Korean Academy of Prosthodontics
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• 제47권4호
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• pp.424-434
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• 2009

Statement of problem: Problems such as loosening and fractures of retained screws and fracture of implant fixture have been frequently reported in implant prosthesis. Purpose: Implant has weak mechanical properties against lateral loading compared to vertical occlusal loading, and therefore, stress analysis of implant fixture depending on its material and geometric features is needed. Material and methods: Total 28 of external hexed implants were divided into 7 of 4 groups; Group A (3i, FULL $OSSEOTITE^{(R)}$Implant), Group B (Nobelbiocare, $Br{\aa}nemark$ $System^{(R)}$Mk III Groovy RP), Group C (Neobiotec, $SinusQuick^{TM}$ EB), Group D (Osstem, US-II). The type III gold alloy prostheses were fabricated using adequate UCLA gold abutments. Fixture, abutment screw, and abutment were connected and cross-sectioned vertically. Hardness test was conducted using MXT-$\alpha$. For fatigue fracture test, with MTS 810, the specimens were loaded to the extent of 60-600 N until fracture occurred. The fracture pattern of abutment screw and fixture was observed under scanning electron microscope. A comparative study of stress distribution and fracture area of abutment screw and fixture was carried out through finite element analysis Results: 1. In Vicker's hardness test of abutment screw, the highest value was measured in group A and lowest value was measured in group D. 2. In all implant groups, implant fixture fractures occurred mainly at the 3-4th fixture thread valley where tensile stress was concentrated. When the fatigue life was compared, significant difference was found between the group A, B, C and D (P<.05). 3. The fracture patterns of group B and group D showed complex failure type, a fracture behavior including transverse and longitudinal failure patterns in both fixture and abutment screw. In Group A and C, however, the transverse failure of fixture was only observed. 4. The finite element analysis infers that a fatigue crack started at the fixture surface. Conclusion: The maximum tensile stress was found in the implant fixture at the level of cortical bone. The fatigue fracture occurred when the dead space of implant fixture coincides with jig surface where the maximum tensile stress was generated. To increase implant durability, prevention of surrounding bone resorption is important. However, if the bone resorption progresses to the level of dead space, the frequency of implant fracture would increase. Thus, proper management is needed.