• Restorative Dentistry and Endodontics
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• v.36 no.1
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• pp.1-11
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• 2011

Introduction: The aim of this paper is to discuss the mechanical and geometric features of Nickel-titanium (NiTi) rotary files and its clinical effects. NiTi rotary files have been introduced to the markets with their own geometries and claims that they have better ability for the root canal shaping than their competitors. The contents of this paper include the (possible) interrelationship between the geometries of NiTi file (eg. tip, taper, helical angle, etc) and clinical performance of the files as follows; - Fracture modes of NiTi rotary files - Non-cutting guiding tip and glide path - Taper and clinical effects - Cross-sectional area and clinical effects - Heat treatments and surface characteristics - Screw-in effect and preservation of root dentin integrity - Designs for reducing screw-in effect Conclusions: Based on the reviewed contents, clinicians may have an advice to use various brands of NiTi rotary instruments regarding their advantages which would fit for clinical situation.

• Proceedings of the Korean Information Science Society Conference
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• 2005.11a
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• pp.1021-1023
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• 2005

데이터 그리드는 방대한 양의 데이터를 효율적이면서도 편리하게 관리하는 것이 목적이다. 최근에는 멀티미디어와 정보화 기기의 발달로 개인 데이터의 양이 점차 많아 지고 있는 추세이며, 휴대전화와 PDA, PC등 다양한 환경에서 개인 데이터에 대한 접근을 필요로 하고 있다. 본 연구에서는 다양한 클라이언트 환경을 지원하기 위한 그리드 파일 시스템을 개발하고 구현하였다. 본 연구에서 개발된 시스템에서는 관계형 데이터베이스를 이용하여 웹 및 전용 클라이언트를 비롯한 다양한 클라이언트를 지원할 수 있으며, URL과 칼은 고유의 파일 위치 정보를 이용하여 파일의 접근 방식을 표현한다.

• Proceedings of the KAIS Fall Conference
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• 2007.05a
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• pp.189-191
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• 2007

본 논문은 하이브리드 저장 장치를 위한 효율적인 병렬 저장 시스템 구조와 데이터 및 파일 관리 기술 개발을 목표로 한다. 기존의 플래시 메모리 기반의 기존의 데이터 저장 구조들을 분석하고, 병렬형 하이브리드 데이터 저장 시스템 구조와 비교 분석한다. 또한, 하이브리드 하드 디스크의 데이터 저장 및 입출력 연산 수행을 효과적으로 지원할 수 있도록 플래시 메모리의 고유한 특성을 활용한 상황 인지 데이터 및 파일 관리 기법을 제안한다.

• Proceedings of the KIEE Conference
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• 2007.10a
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• pp.383-384
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• 2007

본 논문은 하이브리드 저장 장치를 위한 효율적인 병렬 저장 시스템 구조와 데이터 및 파일 관리 기술 개발을 목표로 한다. 기존의 플래시 메모리 기반의 기존의 데이터 저장 구조들을 분석하고, 병렬형 하이브리드 데이터 저장 시스템 구조와 비교 분석한다. 또한, 하이브리드 하드디스크의 데이터 저장 및 입출력 연산 수행을 효과적으로 지원할 수 있도록 플래시 메모리의 고유한 특성을 활용한 상황인지 데이터 및 파일 관리 기법을 제안한다.

• Proceedings of the Korean Information Science Society Conference
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• 2004.10a
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• pp.766-768
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• 2004

자바는 객체 지향 언어이고, 분산 환경을 지원하고, 플랫폼에 독립적인 장정을 갖지만 다른 C나 C++같은 컴파일언어에 비해서는 실행속도가 느리다는 단점을 가진다. 이러한 단점을 극복하기 위한 방법으로 네이티브 코드로의 변환, 코드 최적화, JIT 컴파일 방법 등을 이용한다. 그러나 이전 방법들은 다음과 같은 한계점을 가진다. 클래스 파일을 네이티브 코드로의 변환은 플랫폼의 종속되고, 코드 최적화 방법은 고유의 최적화 방법만을 적용할 수 있었고, JIT컴파일 방법은 한 번의 실행 후 다음 실행해야 속도향상을 꾀할 수 있었다. 본 논문은 바이트 코드를 최적화하기 위한 자바최적화 프레임워크를 설명하고 자바최적화 프레임워크의 구성을 하는 부분 중 3주소형식의 중간코드를 스택기반 코드로 변환하는 부분을 설계하고. 3주소 코드로 변환한 중간 코드를 스택 기반 코드로 변환하면서 생기는 과다한 load/store의 문제점을 지적하고 그것을 해결할 수 있는 변환기를 제안한다.

• Convergence Security Journal
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• v.18 no.5_1
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• pp.3-9
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• 2018

The purpose of this study is to propose effective countermeasures against the regulation and supervision of unique identification information for financial institutions and present the present problems and future directions. In financial institutions, it is investigated that DB system of many personal information processing systems is in order to comply with the law, and additional measures such as encryption are required for data files containing unique identification information in many other application systems. In this paper, the conclusions of institutional, administrative, and technological feasibility are presented.

• The Journal of the Acoustical Society of Korea
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• v.35 no.4
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• pp.261-271
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• 2016

In the prediction of response of a pile in soil, numerical approaches such as a finite element method are generally applied due to complicate nonlinear behaviors of soils. However, the numerical methods based on the finite elements require heavy efforts in pile and soil modelling and also take long computing time. So their usage is limited especially in the early design stage in which principal dimensions and properties are not specified and tend to vary. On the contrary, theoretical approaches adopting linear approximations for soils are relatively simple and easy to model and take short computing time. Therefore, if they are validated to be reliable, they would be applicable in predicting responses of a pile in soil, particularly in early design stage. In case of wind turbines regarded in this study, it is required to assess their natural frequencies in early stages, and in this simulation the supporting pile inserted in soil could be replaced with a simplified elastic boundary condition at the bottom end of the wind turbine tower. To do this, analysis for a pile in soil is performed in this study to extract the spring constants at the top end of the pile. The pile in soil can be modelled as a beam on elastic spring by assuming that the soils deform within an elastic range. In this study, it is attempted to predict pile deformations and influence factors for lateral loads by means of the beam-on-spring model. As two example supporting structures for wind turbines, mono pile and suction pile models with different diameters are examined by evaluating their influence factors and validated by comparing them with those reported in literature. In addition, the deflection profiles along the depth and spring constants at the top end of the piles are compared to assess their supporting features.

• Aerospace Engineering and Technology
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• v.11 no.1
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• pp.84-90
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• 2012

Fuel shutoff valve of a combustion chamber controls propellant mass flowrate of a rocket engine, by using pilot pressure and spring force. The developing fuel shutoff valve can be self sustained even though pilot pressure is removed in an actuator. Therefore, it is necessary to analyze the characteristics of the forces with respect to the opening and closing of the valve in order to evaluate its performance. In light of this, the valve has been designed to adjust the control pressure for the opening of the poppet and to determine the working fluid pressure at which the valve starts to close. This paper also has been predicted flow coefficient of the valve by Fluent(ver. 12.0) CFD analysis. Various results from the prediction and the analysis have been compared with experiments.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2014.10a
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• pp.495-496
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• 2014

The suction method is the substructure installation using the water pressure difference generated by discharging water inside the pile by the pumping operation, after the intrusion by the self-weights of a large hollow steel pipe or a concrete structure. It is known as the low-noise and low-vibration method against the general pile driven method and eco-friendly, also. Most current design and safety assessment of the support structure and considering only the static load, however, the importance of dynamic behavior becomes magnified as the size of wind power generator increases. This study measures the natural frequency of the suction pile prototype about the penetration depth as a part of basic research and analyzed the interaction between the soil and the structure.

• The Journal of the Institute of Internet, Broadcasting and Communication
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• v.18 no.5
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• pp.155-160
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• 2018

In this paper, we found that buffer cache in general systems does not perform well in rendering software, and presented a new buffer cache management scheme that resolves this problem. To do so, we collected various file I/O traces of rending software and analyzed their characteristics. From this analysis, we observed that file I/Os in rendering consist of long loops, short loops, random accesses, and write-once accesses. Based on this observation, we presented a buffer cache management scheme that allocates cache space to each access types and manages them appropriately, thereby improving the buffer cache performances by 19% on average and up to 55%.