• 한국자동차공학회논문집
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• 제15권6호
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• pp.23-29
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• 2007

In Korea, the number of LPG vehicles is increasing continuously because LPG is cheaper than Gasoline. Also in Europe, the CNG fuel is a good solution to meet $CO_2$ regulation. In order to use LPG/CNG fuel, new EMS ECU must be developed for every type of vehicles and it requires huge development cost. In order to reduce development cost and time, SIEMENS VDO has developed an Interface Box. It supports EMS ECU in the car and manages LPG/CNG fuel injection system. Basically the Interface box can be used with any kind of EMS ECU. The Interface Box controls LPG/CNG injector through the injection command of gasoline EMS ECU. It calculates required amount of based on the fuel temperature and pressure and sends feedback signal to ECU for fuel correction. Also, it controls LPG/CNG specific actuator such a Shut off valves and LPG switch inputs.

• 한국인터넷방송통신학회논문지
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• 제16권1호
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• pp.221-225
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• 2016

본 논문은 자동차용 퓨즈 및 릴레이 박스의 취부상태를 검사하기 위한 비전시스템의 구현 예를 보여준다. 검사를 위한 vision system은 영상 취득부와 검사 알고리즘, 그리고 사용자 인터페이스의 세 부분으로 구성된다. 영상 취득부는 box의 영상을 grabbing하는 부분으로 조명부와 광학부로 이루어진다. 검사 알고리즘은 영상을 이용하여 검사작업을 수행하는 부분이다. 사용자 인터페이스는 fuse & relay box의 모양과 부착되는 fuse와 relay를 등록하기 위한 사용자 인터페이스와 검사 작업을 수행하기 위한 사용자 인터페이스 두 부분으로 이루어진다. 본 연구에서 제시하는 검사 알고리즘은 신뢰도가 높아 실제 생산 현장에 사용이 가능하다.

• 한국자기공명학회논문지
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• 제25권2호
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• pp.17-23
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• 2021

High mobility group protein B1 (HMGB1) is a highly conserved, non-histone, chromatin associated nuclear protein encoded by HMGB1 gene. HMGB1 proteins may be general co-factors in Hox-mediated transcriptional activation that facilitate the access of Hox proteins to specific DNA targets. It is unclear that the exact binding interface of Hoxc9DBD and HMGB1. To identify the interface and binding affinity of Hoxc9DBD and HMGB1 A-box, the paramagnetic probe, MTSL was used in NMR titration experiment. It is attached to the N-terminal end of HMGB1 A-box by reaction with thiol groups. The backbone assignment of HMGB1 A-box was achieved with 3D NMR techinques. The ¹⁵N-labeled HMGB1 A-box was titrated with MTSL-labeled Hoxc9DBD respectively. Based on the chemical shift changes we can identify the interacting residues and further map out the binding sites on the protein structure. The NMR titration result showed that the binding interface of HMGB1 A-box is around loop-1 between helix-1 and helix-2. In addition, the additional contacts were found in N- and C-terminus. The N-terminal arm region of Hoxc9DBD is the major binding region and the loop between helix1 and helix2 is the minor binding region.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 춘계 학술발표회 논문집
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• pp.109-116
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• 2002

Since experimental evaluation of underground RC structures considering interaction with surrounding soil medium is quite difficult to be simulated, the evaluation for the underground RC structures using an analytical method can be applied very usefully. For underground structures interacted with surrounding soils, it is important to consider path-dependent RC constitutive model, soil constitutive model, and interface model between structure and soil, simultaneously. In this paper, an elastoplastic interface model which consider thickness of interface is proposed and applied for the analysis considering the interaction. Failure mechanism of underground RC box of two story and two box subway station under seismic action is obtained and the effects of ductility of intermediate column to entire underground RC system are investigated through analysis.

• Steel and Composite Structures
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• 제48권2호
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• pp.207-233
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• 2023

Steel-concrete composite box girder bridges are widely used in the construction of highway and railway bridges both domestically and abroad due to their advantages of being light weight and having a large spanning ability and very large torsional rigidity. Composite box girder bridges exhibit the effects of shear lag, restrained torsion, distortion and interface bidirectional slip under various loads during operation. As one of the most commonly used calculation tools in bridge engineering analysis, one-dimensional models offer the advantages of high calculation efficiency and strong stability. Currently, research on the one-dimensional model of composite beams mainly focuses on simulating interface longitudinal slip and the shear lag effect. There are relatively few studies on the one-dimensional model which can consider the effects of restrained torsion, distortion and interface transverse slip. Additionally, there are few studies on vehicle-bridge integrated systems where a one-dimensional model is used as a tool that only considers the calculations of natural frequency, mode and moving load conditions to study the dynamic response of composite beams. Some scholars have established a dynamic analysis model of a coupled composite beam bridge-train system, but where the composite beam is only simulated using a Euler beam or Timoshenko beam. As a result, it is impossible to comprehensively consider multiple complex force effects, such as shear lag, restrained torsion, distortion and interface bidirectional slip of composite beams. In this paper, a 27 DOF vehicle rigid body model is used to simulate train operation. A two-node 26 DOF finite beam element with composed box beams considering the effects of shear lag, restrained torsion, distortion and interface bidirectional slip is proposed. The dynamic analysis model of the coupled composite box girder bridge-train system is constructed based on the wheel-rail contact relationship of vertical close-fitting and lateral linear creeping slip. Furthermore, the accuracy of the dynamic analysis model is verified via the measured dynamic response data of a practical composite box girder bridge. Finally, the dynamic analysis model is applied in order to study the influence of various mechanical effects on the dynamic performance of the vehicle-bridge system.

• 한국정보통신학회:학술대회논문집
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• 한국해양정보통신학회 1999년도 추계종합학술대회
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• pp.199-203
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• 1999

본 논문은 MPEG-2 AAC 멀티채널 오디오 및 MPEG-4 오디오의 다중객체 부호화를 위한 DSP 시스템의 설계 및 구현에 관하여 기술한다. DSP로서는 TI 사의 최근 제품인 고성능의 TMS320C6701 (이하 6701로 함) 2개를 사용하였고, DSP 보드는 PC에 장착하여 프로그램을 다운로드하고 시스템을 제어할 수 있게 하기 위하여 PCI 인터페이스를 함께 구현하였으며, 부호화기 및 복화기로서 함께 사용할 수 있는 구조로서 설계하였다. 또한 멀티채널 오디오를 디지털 신호로 변환하고 다중화하여 직렬신호로서 입력하고, 다시 역으로 출력하기 위한 시스템을 별도로 외부에 구현하였으며, 접속 인터페이스로서 ADI (Alesys Digital audio Interface)론 사용하여, ADI 인터페이스를 지원하는 멀티채널오디오 장비론 입출력 시스템으로 사용할 수 있도록 하였다. 현재의 결과로서는 MPEG-2 AAC 4채널 오디오를 2개의 DSP를 사용하여 실시간으로 안정되게 부호화 할 수 있으며, 1개의 DSP로도 8채널까지의 복호화가 가능함을 확인하였다.

• 한국정보과학회논문지:소프트웨어및응용
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• 제36권9호
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• pp.706-717
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• 2009

웹 어플리케이션은 프레임워크가 제공하는 라이브러리를 재사용해서 구현하며, 다계층 아키텍처를 갖는다. 또한 사용자 요청을 처리하기 위해, 화면에서 시작하여 해당 웹 어플리케이션 구성 컴포넌트를 실행하고 데이터베이스를 경유하여 다시 화면으로 돌아오는 실행 흐름, 즉 비즈니스 로직을 갖는다. 웹 어플리케이션을 효과적으로 테스트하기 위해서는 이러한 웹 어플리케이션의 특징을 반영하는 테스트 방안이 필요하다. 본 논문은 웹 어플리케이션 테스트를 위해 사용자 화면으로 테스트를 수행하되, 웹 비즈니스 로직 상의 인터페이스 테스트 커버리지로 검증하는 방법을 제안한다. 이를 자동화한 테스트 도구인 Testopiacov를 통해 웹 어플리케이션을 테스트하고 그 결과를 통하여 제안하는 웹 어플리케이션 테스트 방법을 분석한다.

• 한국전산구조공학회논문집
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• 제23권3호
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• pp.267-274
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• 2010

합성구조는 전체가 동일한 재료 특성을 가지는 구조와는 달리 서로 다른 특성 즉 강재와 콘크리트의 구조로 결합되어 있다. 따라서 실제 모델링 시 이러한 재료 특성을 반영하지 않으면 실제 거동을 예측할 수 없으므로 콘크리트와 강재 사이에 인터페이스 요소를 연결하여 강재와 콘크리트의 슬립을 예측할 수 있게 한다. 인터페이스 요소는 일반적으로 사용되는 구성방정식은 적합하지 않고 실제 부착 및 슬립을 고려한 비선형 구성 방정식을 사용하여야만 적절히 사용할 수 있다. 이 계면요소를 이용하여 판형 강재 박스와 콘크리트의 접촉면을 묘사하였다. 그리고 강재 박스의 휨-좌굴 거동을 묘사하기 위해서는 일반적인 8절점 적합 요소의 사용은 부적절하므로 판형 강재 박스는 보강 변형도(Enhanced Assumed Strain) 고체요소를 사용하여 휨거동을 묘사할 수 있게 하였다.

• Steel and Composite Structures
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• 제17권3호
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• pp.237-252
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• 2014

The use of composite structures is increasingly present in civil building works. Composite Box Girder Bridges (CBGB), particularly, are study of effect of shear connector's numbers and distribution on the behavior of CBGBs is submitted. A Predicti structures consisting of two materials, both connected by metal devices known as shear connectors. The main functions of these connectors are to allow for the joint behavior of the girder-deck, to restrict longitudinal slipping and uplifting at the element's interface and to take shear forces. This paper presents 3D numerical models of CBGBs to simulate their actual structural behavior, with emphasis on the girder-deck interface. Additionally, a Prediction of several FE models is assessed against the results acquired from a field test. A number of factors are considered, and confirmed through experiments, especially full shear connections, which are obviously essential in composite box girder. A good representation for shear connectors by suitable element type is considered. Numerical predictions of vertical displacements at critical sections fit fairly well with those evaluated experimentally. The agreement between the FE models and the experimental models show that the FE model can aid engineers in design practices of box girder bridges. Preliminary results indicate that number of shear studs can be significantly reduced to facilitate adoption of a new arrangement in modeling CBGBs with full composition. However, a further feasibility study to investigate the practical and economic aspects of such a remedy is recommended, and it may represent partial composition in such modeling.

• International Journal of Computer Science & Network Security
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• 제22권2호
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• pp.81-90
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• 2022

There are several ways to improve software performance by using existing software. So, the developments of some programs are the most promising ways. However, traditional part programming studies usually assume that the components are recycled "as is". Existing models of component objects only provide limited support for partial adjustments, namely white box technologies ( copy-paste & inheritance) and the black-box methods (such as mixing and encapsulation). These technologies have problems related to recovery, efficiency, implementation of indirect costs, or their own problems. This paper suggests as JALTREE, The Black Box adaptation technology, which allows us for the implementation of previous components, but we need configurable the interface types, for measuring the adaptability. In this article we discussed the types of adjustments including component interfaces and component composition. An example of customizing JALTREE and component can be illustrated in several examples