• Transactions of the Korean Society of Mechanical Engineers A
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• v.34 no.6
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• pp.731-742
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• 2010

Modeling of rubber for design or analysis often requires confusing or complex work because there are a large number of constitutive models to be considered. Some models have few material constants, while others have many. Researchers have to prepare and fit extensive experimental data with caution and discretion. In this paper, we first compared some typical rubber models in which deformation was carried out by stretching up to around eight times the original size. We conclude that continuum-based models and chain molecular models can be used in the study of the small deformation in most engineering applications, but chain molecular models are preferred in the study of the large deformations in most biomaterial applications. As discrimination problems, Treloar's patch and cylindrical balloon stick are tested theoretically and numerically for studying bifurcation. In the case of Treloar's patch, by using the Kearsley's equation, we show that bifurcation exists for continuum-based models but not for chain molecular models. Both models show bifurcation in the cylindrical balloon stick. Therefore, in the analysis of the bifurcation of rubber showed that its existence also depends on the constitutive model selected.

• Journal of the Korean Geosynthetics Society
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• v.15 no.2
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• pp.45-54
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• 2016

Double deck tunnels are considered to have a large demand in a near future for solving traffic congestion problems and overcoming the limitations in constructing new tunnels. This study presents a numerical investigation using finite element (FE) analysis on the behaviors of the tunnels and the stability of pillars in a divergence section where single tunnel is diverged from a main line double deck tunnel. The effects of the separation distance between the diverged and the main tunnels and the ground condition were examined through the FE analysis by varying the separation distance from 0.1D to 2.0D (D: diameter of main tunnel) and the rock class from class I to V, respectively, and the analysis results were compared with those using empirical methods, strength-stress ratio, and the volume of interference. The FE analysis results indicated that the separation distance has a larger effect on tunnel behaviors, compared with the rock strength, and a single tunnel with a large cross section is more favorable than two separated tunnels for tunnel stability when the separation distance is below 0.7D.

• Journal of Korean Tunnelling and Underground Space Association
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• v.22 no.4
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• pp.435-450
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• 2020

The divergence section of a double-deck tunnel can be divided into a 'widening pre-divergence section', a large cross-section with a cap shape and a 'post-divergence section' where the separation between the main and the branch tunnel is made. Since the cross-section of the widening pre-divergence section is considerably larger than that of the post-divergence section, the influence of excavation due to the different sizes and shapes in the cross-section should be considered in the examination of the tunnel stability. In this study, the effect of the preceding excavation, that is the excavation of the widening pre-divergence section, on excavation stability of the post-divergence section was examined by varying the excavation methods and bench lengths through 3D finite element analysis. The results showed that although the effects of the excavation methods and the bench lengths are not significant on the variation of principal stresses, the preceding excavation causes a relatively large variation on the stresses which may have an impact on the stability of the post-divergence section from the comparison of Stress-Strength Ratio (SSR) between the cases with and without the consideration of the preceding excavation effect by 2D finite element analysis.

• Proceedings of the KSR Conference
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• 2010.06a
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• pp.273-281
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• 2010

To install turnout on the main line of high speed railway running 300km/h, measures of rail destressing of existing line, speed-up plan, shortening the installation time and other important technical measures should be considered to reduce the inconvenience of passenger. In particular, for the newly constructing Ohsong and Kimcheon-Gumi station in KyongBu high speed line, it must be difficult to install divided turnout part because it should be done within short night block out hours (6 hours per day) and KTX trains are safely serviced just in time, which is not only the first time in the domestic and but also very rare practical experience in the world. This thesis is covered with experienced work conditions, required equipments and various safety measures, etc.

• The Transactions of the Korea Information Processing Society
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• v.5 no.8
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• pp.2164-2178
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• 1998

본 논문에서는 한 사이클에 여러 개의 명령들이 다중 이슈되어 명령어 수준에서 병렬처리되는 ILP 프로세서의 성능을 측정하고 평가하는 시스템을 개발한다. 개발되는 시스템은 C 컴파일러와 시뮬레이터로 구성된다. C 컴파일러는 C 소스 프로그램을 입력으로 받아 3-주소 코드형태의 중간언어를 생성한다. 생성된 중간언어는 ILP 프로세서의 환경 파라미터와 함께 시뮬레이터에 입력되어 시뮬레이션된 후 메모리 내용, 수행된 클럭 수 및 명령 트레이스, 수행된 명령들의 동적 빈도수, 분기명령의 예측률, profiling 정보 등을 생성한다. 개발된 성능측정 시스템의 동작 검증을 위하여 순차이슈 되어 정적으로 스케쥴링 되는 조건실행 방식의 성능과 분기처리 방식의 성능을 측정하여 분석한다.

• Aerospace Engineering and Technology
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• v.13 no.1
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• pp.86-95
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• 2014

For the accomplishment of satellite's own missions, complicated control procedures and commands are required. Although absolute-Time Command and Command Sequences have been applied for controlling satellite and its operation historically, these command system only has a capability to manage sequential control process and has a limitation that cannot deal with decision and branch for corresponding to the condition of the time. To resolve above limitation, KARI has designed RTCSC which is mainly based on the existing RTCS but adopts a one-byte Op Code for supporting decision making and conditional branch. This paper introduces the design and implementation of RTCSC as On-Board Control System like OBCP, VML and IP.

• KDI Journal of Economic Policy
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• v.9 no.4
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• pp.25-58
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• 1987

본(本) 연구(硏究)는 해외여건 변화에 따른 우리나라 국제수지조정과정(國際收支調整過程)의 특징을 밝히며 아울러 이미 발표된 분기모형(分期模型) 추정기간(推定期間)을 1985년 제4분기까지 연장해 재추정한 결과를 보고하고 이를 이용해 해외여건 변화의 효과를 분석하고자 함에 그 목적이 있다. 국제수지(國際收支)의 변동(變動)을 요인별로 분화(分化)하여 보면 제1,2차 오일 쇼크 초기의 경상수지 악화는 유가급등(油價急騰)에 의한 교역조건 악화에 그 주인(主因)이 있다. 이후 경상수지 적자는 서로 다른 과정을 밟아 줄어들게 되는데 1976~77년의 경우 수출촉진(輸出促進)으로, 1981~82년의 경우 총수요조정(總需要調整)으로 국제수지 개선을 도모하였다. 이와 같이 양기간중 상이한 방법으로 적응한 것은 양기간중 해외여건이 서로 달랐기 때문이며 이 점에서 우리나라 국제수지의 조정도 여타 수출지향적(輸出指向的) 성장국(成長國)과 유사한 과정을 밟았다. 분기계량모형(分期計量模型)을 이용하면 제2차 오일 쇼크 기간에는 제1차 오일 쇼크 기간에 비해 유가(油價)가 상대적으로 덜 상승하였으나 해외수요(海外需要) 부진(不振), 달러강세(强勢) 및 고금리(高金利)로 해외여건은 전반적으로 우리 경제에 보다 불리하게 작용하였다. 1986년중 경상수지 흑자는 대부분 해외여건의 호전으로 설명되고 있다.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2001.11a
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• pp.65-72
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• 2001

직사각형 평판이 수직방향으로 조화가진력을 받을 때 그 변위가 큰 경우 두 개의 모드 간의 비선형적 상호작용에 대한 연구이다. 폰 칼만 운동방정식에서 유도된 두 개의 상미분 방정식으로부터 수차에 걸친 좌표변환을 거쳐 자유진동의 경우 정지해와 주기해를 구한다. 말굽형태의 분기 현상이 일어날 수 있는 조건을 호모클리닉 또는 헤테로클리닉 궤적의 유무로부터 결정한다. 혼돈 현상의 발생조건을 구하기 위해 멜니코프 방법이 적용되어질 수 있는 형태로 변환하여 광역섭동법의 수학적 결과를 직접적으로 적용할 수 있는 형태로 변환한다.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2008.10a
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• pp.289-292
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• 2008

This paper presents a branch prediction algorithm and a 4-way set-associative cache for performance improvement of OpenRISC processor and a clock gating algorithm using ODC (Observability Don't Care) operation for a low-power processor. The branch prediction algorithm has a structure using BTB(Branch Target Buffer) and 4-way set associative cache has lower miss rate than direct-mapped cache. The clock gating algorithm reduces dynamic power consumption. As a result of estimation of performance and dynamic power, the performance of the OpenRISC processor using the proposed algorithm is improved about 8.9% and dynamic power of the processor using samsung $0.18{\mu}m$ technology library is reduced by 13.9%.

• Journal of the Korean Society of Hazard Mitigation
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• v.6 no.4 s.23
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• pp.1-6
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• 2006

In terms of the speed-up of the conventional line, the research for a improved turnout was carried out continually around world. A turnout is known that it is the most unstable equipment structurally in the rail system. So, the turnout is needed more stable structure. An accurate assembly of turnout affects traveling qualify of turnout area and running safety. Therefore, a turnout which is pre-assembled at a factory by using the split PC sleeper is transported to construction site recently in advanced countries. In this paper, the performance measurements which estimate the safety of the split PC sleepers which are adopted for the first time to improve performance of turnout are implemented indoors. The split PC sleeper is one of components of the improved turnout. The test is considered of the worst ballast condition under the maintenance work as like STT(Swithc Tie Tamper) or MTT(Multiple Tie Tamper). These experiments results indicate that structural safety for the expansion joint of the split PC sleepers.