• Journal of Magnetics
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• 제20권2호
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• pp.166-175
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• 2015

In this study, we describe the design method of a Brush-less DC (BLDC) motor with delta winding connection. After designing delta winding connection model with the $60^{\circ}$ flat-top region of the Back Electro-Motive Force (BEMF), an ideal current source analysis and a voltage source analysis, with a 6-step control, were conducted primarily employing Finite Element Method. In addition, as a current controller, we considered the Current Regulator with PI controller using Simulink for the comparison of torque characteristics. When the input current is controlled, the switching regions and reference signals are determined by means of the phase BEMF zero-crossing point. In reality, the input current variation depends on the inductance as well as input voltage, and it causes a torque ripple after all. Therefore, each control method considered in this research showed different torque ripple results. Based on the comparison, the causes of the torque ripple have been verified in detail.

• 한국정보처리학회논문지
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• 제4권7호
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• pp.1788-1796
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• 1997

본 논문은 사용자로부터 신고된 트래픽 파라메터를 이용하여 연결요구 및 연결해제가 일어나는 시점마다 실시간 계산이 가능한 재귀 연산 방법에 의해 트래픽을 예측하고 접속된 호의 갯수가 없는 동안에 측정 반영 주기마다 도착되는 셀 흐름을 측정하여 트래픽을 예측하는 새로운 연결 수락 제어 알고리즘을 제안한다. 제안된 방법은 동질 및 이질 버스트 트래픽의 경우에 대해 여러 가지 측면에서 성능을 평가 하였고 버스트모델에 기반한 기존의 방법에 비해 이용률 및 서비스 품질의 측면에서 기존 방식보다 더 개선되었음을 확인하였다.

• Wind and Structures
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• 제31권1호
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• pp.1-14
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• 2020

This paper presents a method of estimation of fatigue demands on connection bolts of tubular steel wind turbine towers. The presented method relies on numerical simulation of aerodynamic loads and structural behavior of bolted connections modeled using finite element method. Variability of wind parameters is represented by a set of values derived from their probability densities, which are adjusted based on field measurements. Numerically generated stress time-series show agreement with the measurements from strain gauges inside bolts, in terms of power spectra and the resulting damage. Position of each bolt has a determining effect on its fatigue damage. The proposed framework for fatigue life estimation represents the complexities in loading and local behavior of the structure. On the other hand, the developed procedure is computationally efficient since it requires a limited number of simulations for statistically representing the wind variations.

• 한국정보통신학회논문지
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• 제5권3호
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• pp.483-491
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• 2001

Java RMI는 네트워크를 통해 연결된 분산 환경 시스템에서 원격 컴퓨터에 존재하는 메소드간에 정보를 주고받을 수 있는 어플리케이션을 개발할 수 있도록 개발된 모델이다. 본 논문에서는 Java RMI를 이용하여 원격 컴퓨터에 존재하는 객체의 메소드를 연결하는 시스템을 설계하고 구현하였다. 이를 위해, 클라이언트가 이용할 수 있는 동적 메소드 연결 인터페이스 및 구현 부분을 API 형식으로 완성하였다. 또한 동적 메소드 연결시에 서버에서 사용하는 동적 메모리 할당, 소멸 등을 위한 관리 루틴을 완성하였다.

• 한국품질경영학회:학술대회논문집
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• 한국품질경영학회 2010년도 춘계학술대회
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• pp.283-290
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• 2010

This paper suggest that the derivation of good and practical ideas is important for the successful use of Kano model. Wish List, Bug List and Forced Connection Method as well as Brainstorming were applied to PMP(Portable Multimedia Player) in order to derive customer attributes. Wish List and Bug List are variants of Brainstorming, which are contrary to each other. Forced Connection Method is designed to bring about bisociation which is a typical characteristic of creative thinking.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2001년도 춘계학술대회논문집
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• pp.786-792
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• 2001

In this paper, the identification of connections for a vibration system has been presented using FRF-based substructural sensitivity analysis. The substructural design sensitivity formula is derived and plugged into a commercial optimization program, MATLAB, to identify connection stiffness of an air-conditioner system of passenger car. The air-conditioner system, composed of a compressor and a bracket is analyzed by using FRF-based substructural(FBS) method. To obtain the FRFs, FE model is built for the bracket, and the impact hammer test is performed for the compressor. Obtained FRFs are combined to calculate the reaction force at the connection point and the system response. Connection element properties are determined by minimizing the difference between a target FRF and calculated one. It is shown that the proposed identification method is effective even for a real problem.

• Structural Engineering and Mechanics
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• 제21권4호
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• pp.451-468
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• 2005

Effective beam width models are commonly used to obtain the lateral stiffness of flat plate structures. In these models, an effective beam width is defined as the width when the flexural stiffness of the beam element equals the slab stiffness. In this present study, a method to obtain effective beam widths that considers the effects of connection geometry and slab cracking is analytically proposed. The rectangularity of the vertical member for the connection geometry and the combined effects of creep and shrinkage for the slab cracking are considered. The results from the proposed method are compared with experimental results from a test structure having nine slab-column connections.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 추계학술대회 논문집
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• pp.988-993
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• 2004

This paper considers corrosion problems in the bolt connection of weathering steel box girder bridge using the external electric type corrosion resistance method which resisted to local corrosion in coated steel surface with contacted air. The weathering steel was created a rust itself in the passive state. but a coated box girder type was easily dew form could be made galvanic cell that accelerated corrosion. so that it was ruled by protection coat with some paint. Therefore, it needed that can be applied the external electric type corrosion resistance method in coated surface. As a result of the test of polarization amount had measured that the weathering steel was higher currents than the general steel by about $5\~10\%$. Therefore. an external electric type corrosion resistance method can be used to protect local corrosion in the coated bolt connection of weathering steel box girders effectively.

• 정보처리학회논문지C
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• 제8C권1호
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• pp.88-96
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• 2001

미래의 이동 통신망은 ATM 기술을 이용한 B-ISDN 근간망에 WATM 기술을 이용해서 사용자에게 높은 대역의 연결 서비스와 QoS 서비스를 제공할 것이다. 이런 포괄적인 망에서 이동 단말기를 갖는 사용자의 이동성을 지원하면서 ATM 망의 고유 특성인 셀 순서 유지, 셀 중복 방지 등을 만족하면서 셀의 손실을 없애고 동시에 셀 버퍼링으로 인한 버퍼 오버헤드를 최소화 할 수 있는 핸드오프 방법이 필요하다. 본 논문은 기존의 핸드오프 방법에 대한 분석을 토대로 멀티캐스트 연결을 이용해서 셀의 손실을 없애고 버퍼 오버헤드를 줄이는 핸드오프 방법을 제안했다. 제안한 방법은 MT가 현재 AP 영역에서 정확하게 수신한 데이터에 대해 각 멤버 AP들에게 통보하면, 멤버 AP가 MT의 핸드오프를 위해 미리 저장해 둔 버퍼 공간들을 해제해서 다른 연결들이 사용할 수 있게 하는 손실없는 핸드오프를 제공한다. 성능 평가결과 제안한 방법은 VCT, 동적 멀티캐스트 핸드오프 방법에 비해 버퍼 오버헤드 면에서 좋은 성능을 보였다.

• Steel and Composite Structures
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• 제36권2호
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• pp.213-228
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• 2020

Shape Memory Alloys (SMAs) are new materials used in various fields of science and engineering, one of which is civil engineering. Owing to their distinguished capabilities such as super elasticity, energy dissipation, and tolerating cyclic deformations, these materials have been of interest to engineers. On the other hand, the connections of a steel structure are of paramount importance because of their vulnerabilities during an earthquake. Therefore, it is indispensable to find approaches to augment the efficiency and safety of the connection. This research investigates the behavior of steel connections with extended end plates equipped hybridly with 8 rows of high strength bolts as well as Nitinol superelastic SMA bolts. The connections are studied using component method in dual form. In this method, the components affecting the connections behavior, such as beam flange, beam web, column web, extended end plate, and bolts are considered as parallel and series springs according to the Euro-Code3. Then, the nonlinear force- displacement response of the connection is presented in the form of moment-rotation curve. The results obtained from this survey demonstrate that the connection has ductility, in addition to its high strength, due to high ductility of SMA bolts.