• 한국정보과학회논문지:정보통신
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• 제32권4호
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• pp.471-482
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• 2005

고속 네트워크의 등장으로 관리 영역을 초월한 계산 자원의 공유가 가능한 그리드 컴퓨팅 개념이 등장하게 되었다. 그리드 컴퓨팅 환경에 포함된 각 자원들은 이질적이기 때문에 고성능을 얻기 위해서는 효과적인 자원 발견 및 자원 선택이 중요하다. 본 논문에서는 그리드 컴퓨팅에서 다양하고 이질적인 자원들을 각 응용 프로그램에서 효율적으로 이용할 수 있도록, 각 참여자들에게 순위를 부여하고 각 작업(Task)에 적절한 자원을 할당하여 전반적인 시스템 성능을 극대화시키는 메커니즘을 제안하였다. 각 참여자의 순위는 초기에 각 참여자별 자원의 시스템 사양(예:CPU 속도, RAM 크기)등 정적 요소를 고려하여 결정되며, 추후에는 각 참여자들이 작업을 마친 후 제공되는 반환 값의 정확도, 응답시간과 같은 요소를 고려하여 동적으로 수행될 수 있도록 하였다. 이러한 순위에 따른 작업 재분배 메커니즘은 전체적인 시스템 성능을 향상시키고 정확도를 높인다.

• 산업경영시스템학회지
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• 제40권1호
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• pp.87-94
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• 2017

Many industrial accidents have occurred continuously in the manufacturing industries, construction industries, and service industries of Korea. Fatal accidents have occurred most frequently in the construction industries of Korea. Especially, the trend analysis of the accident rate and fatal accident rate is very important in order to prevent industrial accidents in the construction industries systematically. This paper considers forecasting of the accident rate and fatal accident rate with static and dynamic time series analysis methods in the construction industries. Therefore, this paper describes the optimal accident rate and fatal accident rate by minimization of the sum of square errors (SSE) among regression analysis method (RAM), exponential smoothing method (ESM), double exponential smoothing method (DESM), auto-regressive integrated moving average (ARIMA) model, proposed analytic function model (PAFM), and kalman filtering model (KFM) with existing accident data in construction industries. In this paper, microsoft foundation class (MFC) soft of Visual Studio 2008 was used to predict the accident rate and fatal accident rate. Zero Accident Program developed in this paper is defined as the predicted accident rate and fatal accident rate, the zero accident target time, and the zero accident time based on the achievement probability calculated rationally and practically. The minimum value for minimizing SSE in the construction industries was found in 0.1666 and 1.4579 in the accident rate and fatal accident rate, respectively. Accordingly, RAM and ARIMA model are ideally applied in the accident rate and fatal accident rate, respectively. Finally, the trend analysis of this paper provides decisive information in order to prevent industrial accidents in construction industries very systematically.

• 한국통신학회논문지
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• 제16권1호
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• pp.46-56
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• 1991

본 논문에서는 16위도 X 8비트 Content Addressable and Reentrant Memory(CARM)를 설계하였다. CARM은 읽기, 저장, 매칭, 리엔트린트(Reentrant)의 4가지 동작 모드를 수행한다. CARM의 읽기와 저장 동작은 기존의 스태틱 RAM과 같다.CARM은 집 장에서 레영역 회수(Garbate collection)를 조건적으로 수행할 수 있는 리엔트런트 동작을 가지고 있다. 이러한 기능은 다이내믹 데이타 플로우 컴퓨터의 고속 매칭 유닛에 사용될 수 있다. CARM은 또한 매칭어드레스를 그들의 우선권에 따라 순차적으로 인코딩을 할 수 있는 기능을 가지고 있다. 이러한 CARM은 전체적으로 메모리 셀, 순차적 어드레스 인코더(Sequential Address Encoer, S.A.E), 리엔트런트 동작, 읽기/저장 제어, 데이타/마스크 레지스터, 감지 증폭기, 인코더, 디코더 등의 8개의 블럭으로 구성된다.CARM은 데이타 플로우 컴퓨터, 패턴 인식,테이블 룩업(Table look-up), 영상처리 등에 응용될 수 있을 것이다. 설계된 회로에 대해 각 동작별로 Apollo 워크스테이션의 QUICKSIM을 이용하여 논리 시물레이션을 하였고, 각 블럭별 회로의 SPICE 시뮬레이션을 하였다. 시뮬레이션결과 액세스 타임은 26ns였고, 매치 동작을 수행하는 데에는 4lns의 자연시간이 소요됐다. 결체 레이아웃은 3{\;}\mu\textrm{m} n well CMOS 공정에 따른 설계 규칙을 이용하여 수행하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.173-182
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• 2000

To find axial and lateral responses of impact-driven H piles in embankment(SM), the H piles are instrumented with electric strain gages, dynamic load test is performed during driving, and then the damage of strain gages is checked simultaneously. Axially and laterally static load tests are performed on the same piles after one to nine days as well. Then load-settlement behavior is measured. Furthermore, to find the set-up effect in H pile, No. 4, 16, 26, and R6 piles are restriked about 1, 2, and 14 days after driving. As results, ram height and pile capacity obtained from impact driving control method become 80cm and 210.3∼242.3ton, respectively. At 15 days after driving, allowable bearing capacity by CAPWAP analysis, which 2.5 of the factor of safety is applied for ultimate bearing capacity, increases 10.8%. Ultimate bearing capacity obtained from axially static load test is 306∼338ton. This capacity is 68.5∼75.7% at yield force of pile material and is 4∼4.5 times of design load. Allowable bearing capacity using 2 of the factor of safety is 153∼169ton. Initial stiffness response of the pile is 27.5ton/mm. As the lateral load increases, the horizontal load-settlement behaves linearly to which the lateral load reaches up to 17ton. This reason is filled with sand in the cavity formed between flange and web during pile driving. As the result of reading with electric strain gages, flange material of pile is yielded at 19ton in horizontal load. Thus allowable load of this pile material is 9.5ton when the factor of safety is 2.0. Allowable lateral displacement of this pile corresponding to this load is 23∼36mm in embankment.

• 한국산학기술학회논문지
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• 제11권9호
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• pp.3615-3620
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• 2010

본 연구는 건축자재로 널리 사용되는 PVC바닥상재 표면에 내오염성과 항균성을 증가시키기 위한 광경화형 코팅액 개발에 관한 것이다. PVC 바닥상재용으로 사용되는 우레탄-아크릴 수지에 수용성대전방지제와 항균제를 배합하여 오염 및 정전기로부터 상재를 보호하고 미생물에 의한 전염성질환을 예방할 수 있는 광경화형 내오염/항균 코팅액에 관한 실험을 수행하였다. 연구결과, 수지에 수용성대전방지제 15%와 항균제 1%를 혼합하여 제조한 코팅액을 bar-coater No.12로 코팅한 표면이 전기저항($10^9{\Omega}/cm^2$), 내오염도(매직 Test, 먼지부착 Test) 및 부착력(100%) 양호, 항균성(99.99%)로 가장 좋은 물성을 보였다.

• 대한전자공학회논문지
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• 제26권5호
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• pp.108-116
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• 1989

본 논문은 mixed level에서 VLSI회로의 논리설계를 검증하기 위한 논리 레벨 시뮬레이터인 LOSM(LOgic SIMulatos)에 대해서 논의한다. 본논문에서는 8개의 신호값과 2개의 신호강도를 이용하여 일반소자, 기능소자, transmission게이트 그리고 tri-state 게이트의 경우 종래의 시뮬레이터$^{[5~6,9]}$보다 정확한 결과를 얻을 수 있는 모델링 방법을 제안한다. LOSIM은 rise delay와 fall delay를 사용하여 주어진 회로에 대한 타이밍 분석과 hazard 분석이 가능하다. Hazard분석 및 검출은 5상태의 신호값과 time queue를 이용한 scheduled time을 이용한다. 개발된 알고리듬은 SUN-3/160 워크그테이션상에서 C-언어를 사용하여 구현되었으며, 정적 RAM셀과 비동기 회로에 대해서 프로그램의 동작 예재로 하였다.

• 한국재료학회:학술대회논문집
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• 한국재료학회 2009년도 추계학술발표대회
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• pp.33.2-33.2
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• 2009

Block copolymer lithography has attracted great attention for emerging nanolithography since nanoscaleperiodic patterns can be easily obtained through self-assembly process without conventional top-down patterning process. Since the morphologies of self-assembled block copolymer patterns are strongly dependent on surface energy of a substrate, suitable surface modification is required. Until now, the surface modification has been studied by using random copolymer or self-assembled mono layers (SAMs). However, the research on surface modifications has been limited within several substrates such as Si-based materials. In present study, we investigated the formation of block copolymer on Au substrate by $O_2$ plasma treatment with the SAM of 3-(p-methoxy-phenyl)propyltrichloro-silane [MPTS, $CH_3OPh(CH_2)_3SiCl_3$]. After $O_2$ plasma treatment, the chemical bonding states of the surface were analyzed by X-ray photoelectron spectroscopy (XPS). The static contact angle measurement was performed to study the effects of $O_2$ plasma treatment on the formation of MPTS monolayer. The block copolymer nanotemplates formed on Au surface were analyzed by scanning electron microscopy. The results showed that the ordering of self-assembled block copolymer pattern and the formation of cylindrical nano hole arrays were enhanced dramatically by oxygen plasma treatment. Thus, the oxidation of gold surface by $O_2$ plasma treatment enables the MPTS to form the monolayer assembly leading to surface neutralization of gold substrates.

• International Journal of Aeronautical and Space Sciences
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• 제18권2호
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• pp.215-221
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• 2017

An electromagnetic (EM) wave absorber reduces the possibility of radar detection by minimizing the radar cross section (RCS) of structures. In this study, a radar absorbing structure (RAS) was applied to the leading edge of a blended wing body aircraft to reduce RCS in X-band (8.2~12.4GHz) radar. The RAS was composed of a periodic pattern resistive sheet with conductive lossy material and glass-fiber/epoxy composite as a spacer. The applied RAS is a multifunctional composite structure which has both electromagnetic (EM) wave absorbing ability and load-bearing ability. A two dimensional unit absorber was designed first in a flat-plate shape, and then the fabricated leading edge structure incorporating the above RAS was investigated, using simulated and free-space measured reflection loss data from the flat-plate absorber. The leading edge was implemented on the aircraft, and its RCS was measured with respect to various azimuth angles in both polarizations (VV and HH). The RCS reduction effect of the RAS was evaluated in comparison with a leading edge of carbon fabric reinforced plastics (CFRP). The designed leading edge structure was examined through static structural analysis for various aircraft load cases to check structural integrity in terms of margin of safety. The mechanical and structural characteristics of CFRP, RAS and CFRP with RAM structures were also discussed in terms of their weight.

• Geomechanics and Engineering
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• 제4권4호
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• pp.251-262
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• 2012

Triaxial tests are essential to estimate the shear strength properties of the soil or rock. Normally triaxial tests are carried out on samples of 38 mm diameter and 76 mm height. Granular materials, predominantly used in base/sub-base construction of pavements or in railways have size range of 60-75 mm. Determination of shear strength parameters of those materials can be made possible only through triaxial tests on large diameter samples. This paper describes a large diameter cyclic triaxial testing facility set up in the Geotechnical Engineering lab of Indian Institute of Science. This setup consists of 100 kN capacity dynamic loading frame, which facilitates testing of samples of up to 300 mm diameter and 600 mm height. The loading ram can be actuated up to a maximum frequency of 10 Hz, with maximum amplitude of 100 mm. The setup is capable of carrying out static as well as dynamic triaxial tests under isotropic, anisotropic conditions with a maximum confining pressure of 1 MPa. Working with this setup is a difficult task because of the size of the sample. In this paper, a detailed discussion on the various problems encountered during the initial testing using the equipment, the ideas and solutions adopted to solve them are presented. Pilot experiments on granular sub-base material of 53 mm down size are also presented.

• 대한물리치료과학회지
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• 제19권1호
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• pp.39-46
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• 2012

Purpose : The purpose of this study was to investigate the effect of body balance according to insole height and to provide basic information about body balance by insole height. Method : We examed 40 university students who had healthy body without balance impairment. Plantar pressure was measured by EMED system and the measurement of MTD balance used the MTD-balance master in static stance posture. Both of equipments are various measurement method. We measured plantar pressure and MTD balance each three different height insole(0cm, 3cm, 7cm) and each trial was 30 second in duration. Result : The results were as follows : 1) It showed significantly differences between bare foot and height insole. The anterior plantar pressure with 3cm or 7cm insole were more higher than bare foot(P<.05). 2) There were no significantly differences between barefoot and height insole with MTD-balance master(P<.05). Conclusion : In conclusion, the measurement of MTD balance showed right and left balance ability didn't change by insole height, but plantar pressure was moved on anterior side of foot so we could know insole's height cause the effect to anterior and posterior balance ability.