• Journal of the Korean Society for Railway
• /
• v.16 no.5
• /
• pp.394-401
• /
• 2013

Here we report the results of an experimental laboratory test to verify the applicability to railway bridges of a PSC I girder of which the upper flange thickness was increased to improve sectional performance. The thicker this flange is, the further upward the neutral axis is moved. If in this way the span length can be increased to 40m long, the bridge may be constructed with four girders instead of five. Therefore, construction cost could be lowered by reducing the weight of the long span structure due to increased sectional efficiency. It was also necessary to be certain that the dynamic performance of this relatively flexible structure would be applicable to railway bridges. Therefore numerical analysis, as well as static and dynamic tests, was carried out for a full-size PSC I girder. Based on these results, it was verified that the performance of the PSC I railway bridge satisfied the performance criteria of the design code.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
• /
• 2008.08a
• /
• pp.183-186
• /
• 2008

본 연구에서는 전자펜으로 입력된 개인의 서명에 대하여 서명의 모양, 쓰는 속도, 필체 각도, 획 순서, 획 수 등의 다양한 동적인 정보를 비교/분석하여 진서명인지 모조서명인지를 검증하는 사용자인증 보안 기술인 동적 서명인증시스템의 성능을 평가하기 위하여 보다 객관적인 평가 기준을 제안하고, 성능 및 실험 결과를 분석하였다.

• Journal of KIISE:Computing Practices and Letters
• /
• v.16 no.2
• /
• pp.212-216
• /
• 2010

Dynamic Thermal Management (DTM) degrades the processor performance for lowering temperature. For this reason, reducing the peak temperature on microprocessors can improve the performance by reducing the performance loss due to DTM. In this study, we analyze various unit selection techniques for computation migration. According to our simulation results, dynamic computation migration based on the thermal difference between the units shows best performance among compared models.

• Journal of the Earthquake Engineering Society of Korea
• /
• v.16 no.4
• /
• pp.1-8
• /
• 2012

Domestic steel moment resisting frames were designed in accordance with the former KBC2005 and the current KBC2009, and then their seismic performance was evaluated in accordance with FEMA355F by utilizing nonlinear dynamic analysis. The results from the procedure in FEMA355F were different with those from the capacity spectrum method utilizing nonlinear static push-over analysis. In particular, the domestic steel moment resisting frames have a weak panel zone, so their behavior can be estimated more precisely by nonlinear dynamic analysis. The domestic steel moment resisting frames satisfied the performance goal if located at a site class $S_B$ or $S_C$, regardless of the story number and the response modification factor. However, if they are located at a site class $S_D$ or $S_E$, performance goal satisfaction cannot be guaranteed. No matter what standard is used for the design, KBC2005 or KBC2009, the domestic steel moment resisting frames may possess satisfactory seismic performance if the site condition is relatively good.

• Proceedings of the Korean Information Science Society Conference
• /
• 1999.10c
• /
• pp.375-377
• /
• 1999

본 논문에서는 지금까지 제시된 다양한 동적 COS (CrossOver Switch) 선택 방식들을 4가지 유형을 분류하였다. 그리고 ATM 포럼에서 제안된 순방향 핸드오버와 역방향 핸드오버의 손실 방지 핸드오버와 손실허용 핸드오버 방식에 대해 COS의 위치에 따른 영향을 핸드오버 지연, 사용자의 서비스 중단 시간, 셀 버퍼링양 및 셀 손실 관점, 그리고 경로 재사용 효율과 종단간 전송 지연 관점에서 수식적으로 분석하였다. 이러한 분석을 바탕으로 무선 ATM의 역방향 핸드오버에 대한 적절한 COS 선택 기준을 각 방식별/성능 평가 요소별로 제시되었다.

• The Journal of The Korea Institute of Intelligent Transport Systems
• /
• v.17 no.5
• /
• pp.88-99
• /
• 2018

In Korea, there is no clear regulation about right of way (ROW) for personal mobility device (PMD). So it is now illegal to use PMD in a space other than roadway. PMD has an advantage of being able to travel a long distance to move on foot with a relatively high speed, so it seems to spread widely in the near future. In this study, we'd like to establish the permission criteria for PMD in sidewalk, with the performance factors of the PMD. We review the cases of ROW of PMD in some foreign countries, and the performance standards for similar products that are currently allowed to use in the sidewalk or used in the sidewalk. Based on the maintenance standards for the sidewalk, we establish criteria to select the PMD moving means that can be used in sidewalk.

• Journal of the Earthquake Engineering Society of Korea
• /
• v.15 no.6
• /
• pp.19-31
• /
• 2011

The current Korean criteria for seismic performance evaluated by dynamic analysis regulates that the horizontal displacement and vertical settlement of a dam body, including the static deformation, should be within 1% of the dam height. However, there has been weak theoretical support, so that the current criteria have to be validated. Korea is in a region of low or moderate seismicity located inside the Eurasian plate, and few earthquakes with considerable magnitudes and intensities have been recorded in the area. Therefore, in this study, published data measured in overseas countries were collected in order to construct a database and validate the current criteria. In addition, dynamic centrifuge tests and a parametric study using numerical simulations were performed in order to investigate the effect on the horizontal displacement and settlement of a dam body and to validate the current criteria.

• Journal of Korean Society of Transportation
• /
• v.27 no.1
• /
• pp.143-155
• /
• 2009

A dynamic traffic assignment (DTA) has recently been implemented in many practical projects. The core of dynamic model is the inclusion of time scale. If excluding the time dimension from a DTA model, the framework of a DTA model is similar to that of static model. Similar to static model, with given exogenous travel demand, a DTA model loads vehicles on the network and finds an optimal solution satisfying a pre-defined route choice rule. In most DTA models, the departure pattern of given travel demand is predefined and assumed as a fixed pattern, although the departure pattern of driver is changeable depending on a network traffic condition. Especially, for morning peak commute where most drivers have their preferred arrival time, the departure time, therefore, should be modeled as an endogenous variable. In this paper, the authors point out some shortcomings of current DTA model and propose an alternative approach which could overcome the shortcomings of current DTA model. The authors substitute a traditional definition for time-dependent OD table by a new definition in which the time-dependent OD table is defined as arrival time-based one. In addition, the authors develop a new DTA model which is capable of finding an equilibrium departure pattern without the use of schedule delay functions. Three types of objective function for a new DTA framework are proposed, and the solution algorithms for the three objective functions are also explained.

• The Journal of Korean Institute of Communications and Information Sciences
• /
• v.26 no.5A
• /
• pp.817-827
• /
• 2001

본 논문에서는 무선 ATM 망의 핸드오버를 위해 제시된 대표적인 동적 교차 스위치 (COS : Crossover Switch) 선택 방식들을 4가지 유형으로 분류하였다. 그리고 ATM 포럼에서 제안된 순방향 및 역방향을 위한 손실 방지 핸드오버와 손실 허용 핸드오버 방식에 대해 COS의 위치에 따른 영향을 핸드오버 지연, 사용자의 서비스 중단 시간, 셀 버퍼링 양 및 셀 손실 관점에서 수학적으로 분석하였다. 이러한 분석을 바탕으로 무선 ATM의 핸드오버에 대한 동적 COS 선택 기준을 각 핸드오버 방식별 및 성능 평가 요소별로 제시하였다.

• Journal of the Earthquake Engineering Society of Korea
• /
• v.7 no.5
• /
• pp.1-9
• /
• 2003

The seismic design of the domestic concrete dams has done by seismic coefficient method considering inertia force, but this method has defect not reflect dynamic properties, as a conservative design method. Therefore, it is necessary for seismic design of dam to consider dynamic properties. Also, concrete dam evaluation of seismic performance has done by seismic coefficient method - in fact, it may done by dynamic analysis - that has many problems when applied to the domestic criteria. This study make a comparative analysis for result from seismic design and evaluation of seismic performance by seismic coefficient method, modified seismic coefficient method, and dynamic analysis method.