• Proceedings of the Korean Vacuum Society Conference
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• 2012.08a
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• pp.143-143
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• 2012

In/Si (111)-$4{\times}1$ 표면은 저온에서의 $8{\times}2$ 주기의 상과 상온에서의 $4{\times}1$ 주기의 상 사이에 상전이가 나타나는 것으로 알려져 있다. 지금까지의 연구에 의하면 저온 $8{\times}2$ 주기의 상에서는 최근 제시된 hexagon 구조 모형이 가장 설득력 있게 받아들여지고 있으나, 상온 $4{\times}1$ 주기의 상에 대해서는 정적인(static) 구조 모형과 동적요동(dynamic fluctuation) 모형이 제안되었다. 이 두 가지 구조 모형은 모두 2차 상전이를 의미하지만, 최근 엔트로피를 고려한 이론계산 결과는 이 상전이가 1차 상전이를 가짐을 시사하였다. 그래서 우리는 이 표면의 상전이를 저에너지전자회절 실험을 통하여 연구하였고, 온도를 상온에서 저온으로 낮출 때와 저온에서 상온으로 높일 때의 회절세기 변화로부터 가열과 냉각의 두 과정에서 상전이 온도가 서로 다르게 나타나는 히스테리시스 곡선을 보임을 관찰하였다. 이는 주사터널링현미경 이미지에서 $4{\times}1$ 상온 구조와 $8{\times}2$ 저온 구조가 상전이 온도 근처에서 공존하는 것으로 관찰되는 것과 상통하는 결과로 1차 상전이임을 나타낸다. 이에 우리는 이 표면의 구조 상전이가 1차 상전이인 것으로 결론지으며, 이와 함께 표면의 결함이 상전이에 미치는 영향에 대해서도 논의할 것이다.

• Journal of Internet Computing and Services
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• v.4 no.6
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• pp.13-24
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• 2003

Grid technology requires use of geographically distributed resources from multiple domains. Resource monitoring services or tools consisting sensors or agents will run on many systems to find static resource information (such as architecture vendor, OS name and version, MIPS rate, memory size, CPU capacity, disk size, and NIC information) and dynamic resource information (CPU usage, network usage(bandwidth, latency), memory usage, etc.). Thus monitoring itself may cause system overhead. This paper proposes the optimal monitoring interval to reduce the cost of monitoring services and the dynamic monitoring interval to measure monitoring events accurately. By employing two features, we find out unnecessary system overhead is significantly reduced and accuracy of events is still acquired.

• The Journal of the Institute of Internet, Broadcasting and Communication
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• v.24 no.5
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• pp.141-146
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• 2024

The dynamic characteristics of the GMR filter composed of dual-period gratings are explored. Gratings consisting of several gloves and slits that generate reflection and transmission properties within each period are considered. It is found that the proposed composite grating can be designed to enhance as well as offset the diffraction orders of TE and TM modes depending on the number of dual-period grating. In order to derive the general characteristics of diffraction power, numerical analysis is performed by applying the modal transmission-line theory based on eigenvalue problem. As a result of the numerical analysis, it is confirmed that a simple and effective GMR filter can be implemented by selectively manipulating the resonance mode of the composite structure, which is useful for designing NIR broad-band filter, emitter and absorber.

• Journal of Korean Society of Transportation
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• v.22 no.7 s.78
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• pp.169-175
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• 2004

This paper develops a dynamic travel time prediction model for ATIS in a national highway. While there have been many research on travel time prediction, none of them is for national highway in Korea. The study uses AVI data installed on the national highway No.1 with 10km interval for travel time prediction model, and probe vehicle data for evaluating the model. The study area has many access points, so there are many outlying observations in the raw AVI data. Therefore, this study uses the algorithm proposed by the author for removing the outliers, and then Kalman filtering algorithm is applied for the travel time prediction. The prediction model is performed for 5, 10, 15 and 30 minute-aggregating interval and the results are $0.061{\sim}0.066$ for 5, 10 and 15 interval and 0.078 for 30 minute one with a little low performance as MAREs.

• Journal of Korea Game Society
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• v.9 no.4
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• pp.3-10
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• 2009

Recently, various ways are being explored for enhancing the fun of computer games and lengthening the life cycle of them. This paper proposes the more active game environment by reflecting the decision that is made by collecting and analyzing user's behavioral data. The game results and traveling information of user is using for dynamic map creation. For experiment of the proposed method, we created games using the XNA Framework and confirmed the game environment which changing properly according to the user's game play.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.4C
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• pp.109-116
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• 2011

In this study, dynamic response of a vertical shaft subjected to seismic loads was evaluated by three-dimensional Finite Element (FE) approach. The emphasis was on quantifying the ground conditions, input motions and direction of motions. A series of parametric analyses were carried out. From the results of FE analysis, more than 1.7 times increase in shear force and bending moment is obtained when the stiff layer was thinker than the soft layer. And all of the maximum values were occurred near the interface between the soil layers. The dynamic behavior of vertical shaft was significantly influenced by the different frequencies of the input motion, and normalized acceleration of surrounding soil was 3 times larger than vertical shaft.

• Transactions of the Korean Society of Mechanical Engineers
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• v.13 no.3
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• pp.362-372
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• 1989

It is important in design of vertical pumps to consider external excitation in addition to rotor vibration due to unbalance. In this study, a model of a vertical pump was developed for the analysis of its dynamic response. The vertical pump was modeled with lumped masses and springs which represent multi-cylindrical and rotor structure. A dynamic simulation program was developed and numerical calculation on the above mentioned problems were carried out.

• Land and Housing Review
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• v.5 no.1
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• pp.35-40
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• 2014

Site coefficient and amplification factor of current domestic Seismic Design Code (KBC-2009) have no consideration for the domestic ground condition in which the base rock is normally placed within 30m form the surface. Accordingly, in this study dynamic centrifugal test and analysis for pile foundation into sand and upper structure were achieved. and the response spectrums of free surface and basement were compared with each other. Within the period 1 sec., the measured spectral acceleration of free surface and basement was bigger than the design spectral acceleration of SC and SD site. However the measured spectral acceleration of free surface and basement for the period over 1.5 sec. was smaller than the design spectral acceleration of SC site. There was no severe difference of spectral acceleration according to the upper structure, embedded depth of foundation and free surface conditions. Consequently, normal domestic apartment housing for the period range over 1.5sec. could be design more economically applying these test result.

• Journal of KIISE:Computing Practices and Letters
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• v.12 no.3
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• pp.149-159
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• 2006

To provide on-demand video streaming services through the network, video objects with both high and low client request rates should be served efficiently. In this paper, we propose a dynamic on-demand streaming approach for providing services efficiently regardless of the client request rate. This approach can maintain QoS by transitioning the service scheme according to the request rate. The server provides services by the Heuristic broadcasting approach when the client request rate is low and by Striping broadcast, one of many Periodic broadcast approaches, when the client request rate is high. The server knows the variations of client request rates by the number of service channels and decides the transition to more efficient service schemes on its own. We simulated this scheme transition with various client request intervals and traces from a company providing streaming services. The results show that the performance of our approach is reasonable.

• Journal of the Korean Society of Hazard Mitigation
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• v.10 no.6
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• pp.27-34
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• 2010

Recently, high-speed railway systems have gained increased interest as a means of environmental friendly transportation, and numerous bridges for high-speed railways have been constructed accordingly. However, bridge design for high-speed railways requires more consideration than conventional railway design because fast-moving trains will lead to significant impact on bridge structures. Thus, this research proposes a revised design considering both bridge-rail longitudinal interaction and dynamic effect of trains to ensure stability of fast travelling trains. To validate the proposed design algorithm, numerical analyses are performed and compared using a constructed 250 m long bridge with 5 spans for a high-speed railway. From the numerical results, the proposed optimum design of high-speed railway bridges exhibits the most economic life-cycle-cost (LCC) when compared with several existing design approaches.