• 대한기계학회:학술대회논문집
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• 대한기계학회 2002년도 학술대회지
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• pp.427-430
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• 2002

The present parer outlines the system identification and vibration control performance of air traffic control tower of Yangyang international airport with tuned mass damper(TMD). From the free vibration test, natural frequency, damping ratio and mode shape of tower are obtained and these values are compared with the values from numerical analysis. In the vibration control test to evaluate the vibration control performance, equivalent damping ratio increased by tuned mass damper are obtained in case the TMD is operated as passive mode. Damping ratio of tower evaluated from free vibration test is about $1.0{\%}$. It is very low value than damping ratio recommended in general code. Damping ratio of passive mode is about $5{\%}$. These equivalent damping ratio increased by TMD is enough to enhance the serviceability of tower structure under wind load.

• 대한전기학회논문지
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• 제43권4호
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• pp.580-586
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• 1994

The equivalent circuit of linear induction motor is generally expressed as the same that of rotary induction motor. However, it is almost impossible to perform the no-load test for LIM, because it needs a special equipment for synchronous speed. Therefore, a new method is reqnired to calculate the performance of the LIM without the no-load test. In this paper, The new method which does not need no-load test for the chanracteristics analysis of LIM is proposed. The equivalent circuit of LIM is chosen and the method if determining its constants from results of the lock test is discussed. The calculated results were satisfied by compare with experimental and conventional method results.

• 한국전기전자재료학회논문지
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• 제16권5호
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• pp.404-408
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• 2003

The characterization for several multi-layer embedded inductors with different structures was investigated. The optimized equivalent circuit models for several test structures were obtained from HSPICE. Building blocks are modeled using Partial element equivalent circuit method. The mean and the standard deviation of model parameters were extracted and predictive modeling was performed on different test structure. From this study, the characteristic of multi-layer inductors can be predicted.

• International Journal of Automotive Technology
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• 제6권3호
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• pp.285-291
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• 2005

In this paper, the author proposes a fatigue damage parameter of spot welded joints under proportional loading. The proposed fatigue damage parameter is developed based on von Mises' equivalent stress and local structural stress at the edge of spot weld nugget. The structural stress at the edges of the weld nugget in each sheet is calculated using the forces and moments that are determined by finite element analysis. A structural equivalent stress is then calculated by von Mises' equivalent stress equation. The structural equivalent stresses are correlated to experimental fatigue life of the spot welded joints. The proposed parameter is evaluated with fatigue test data of spot welds subjected to multi axial and tensile-shear loads. Sheppard's parameter and Rupp and co-workers' parameter are also evaluated with the same test data to compare with the author's parameter. This proposed parameter presents a better correlation with experimental fatigue data than those of Sheppard's and Rupp and co-workers' parameter. The proposed parameter should be very effective for durability calculations during the early design phase since coarsely meshed finite element models can be employed.

• 전기학회논문지P
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• 제59권4호
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• pp.358-363
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• 2010

This paper proposes a step-by-step method of determining the parameters of equivalent circuit which is considered the no load losses for the single phase induction motor which has the starting winding. This method is comprised of three steps, and the stator resistance which is measured by the method of voltage drop is treated as constant and the stator and the rotor leakage reactances are assumed to be the same in every step. The test results of no load and locked rotor test are used in the 1st and 2nd step, and the ratings of name plate of the motor are needed in the 3rd step. In the 1st step, the traditional equivalent circuit parameters are directly calculated by no load and locked rotor conditions. In the next step, five nonlinear simultaneous equations for five unknown parameters can be set up by no load and locked rotor equivalent circuits. These equations are solved by using the initial parameters obtained by the 1st step parameters. In the final step, three nonlinear simultaneous equations for rotor winding resistance, leakage reactance and no load losses component resistance can be set up by equivalent circuit under the rated operation. Three parameters are solved by using the 2nd step parameters. Thus, equivalent circuit parameters are gradually refined step by step. The validity of the proposed method is evaluated by comparing the computed values obtained by the equivalent circuit parameters with the experimental values of the load test.

• 한국정보과학회논문지:컴퓨팅의 실제 및 레터
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• 제16권5호
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• pp.571-575
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• 2010

클래스 수준 뮤테이션 분석(class-level mutation analysis)의 경우, 동등 뮤턴트(equivalent mutant)는 전체 뮤턴트들의 개수에서 많은 비중을 차지하기 때문에 동등 뮤턴트의 검출은 뮤테이션 수행 비용 절감에 매우 중요하다. 하지만 현재까지 클래스 수준 뮤테이션을 대상으로 동등 뮤턴트를 검출하는 연구는 미미한 실정이다. 본 논문에서는 클래스 수준 뮤테이션을 대상으로 의존성 그래프(dependency graph)를 이용하여 동등 뮤턴트를 검출하기 위한 기법을 제안한다. 제안한 기법은 인트라-클래스(intra-class) 수준에서 정적분석을 수행함으로써 인트라-메소드(intra-method) 수준의 분석 방법을 사용하는 기존의 연구들이 검출할 수 없었던 클래스 수준 동등 뮤턴트를 검출할 수 있었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.569-576
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• 2003

Based on the equivalent uniform stress concept Presented by Seed and Idriss, sinusoidal cyclic loads which simplified earthquake loads have been applied in evaluating the liquefaction resistance strength experimentally. However, the liquefaction resistance strength of soil based on the equivalent uniform stress concept can not exactly reflect the dynamic characteristics of the irregular earthquake motion. The liquefaction assessment method which was invented by using the equivalent uniform stress concept is suitable for the severe earthquake region such as Japan or USA, so the proper method to Korea is needed. In this study, estimation of the resistance to liquefaction was conducted by applying real earthquake loading to the cyclic triaxial test. From the test results, the characteristics of the fine sand under moderate earthquake were analyzed and compared with the results under strong earthquakes. Typically real earthquake loads used in this study are divided into two types - impact type and vibration type. Furthermore, results of the liquefaction resistance strength based on the equivalent uniform stress concept and tile concept using real earthquake loading were compared.

• Earthquakes and Structures
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• 제7권5호
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• pp.735-751
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• 2014

In the previous paper, authors proposed the unified equivalent frame method (UEFM) for the lateral behavior analysis of the flat plate structure subjected to the combined gravity and lateral loads, in which the rotations of torsional members were distributed to the equivalent column and the equivalent slab according to the relative ratio of gravity and lateral loads. In this paper, the lateral behavior of the multi-span flat plate structures under various levels of combined gravity and lateral loads were analyzed by the proposed UEFM, which were compared with test results as well as those estimated by existing models. In addition, to consider the stiffness degradation of the flat plate system after cracking, the stiffness reduction factors for torsional members were derived from the test results of the interior and exterior slab-column connection specimens, based on which the simplified nonlinear push-over analysis method for flat plate structures was proposed. The simplified nonlinear analysis method provided good agreements with test results and is considered to be very useful for the practical design of the flat plate structures under the combined gravity and lateral loads.

• 한국지반공학회논문집
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• 제16권1호
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• pp.43-50
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• 2000

본 논문은 실내시험과 수치모델을 이용하여 십자형 배수재의 압밀촉진효과와 등가직경을 검토하고 판형배수재와 비교하였다. 배수재의 등가직경은 실내시험으로부터 역계산하여 문헌에 의해 제시된 공식으로부터 산정된 결과와 비교하였고, 압밀효과는 3차원 흐름해석프로그램인 MODFLOW를 사용하였다. 해석모델의 신뢰성은 현장의 침하-시간 계측자료를 이용하여 검토하였다. 실내시험결과 산정된 판형 배수재의 등가직경은 Rixner의 제안식에 유사한 경향을 보였고, 십자형 배수재의 등가직경은 $d_w\;=\; \\tarc{3}{4}.(b+t)$로 산정되었다. 실제현장을 모델링한 수치해석결과 십자형 배수재는 압밀시간이 9-10% 감소하였고, 현장자료를 이용한 수치 흐름모델로부터 산정한 등가직경은 실내시험보다 3.5배 작은 것으로 나타났다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2003년도 추계학술대회 논문집 전기기기 및 에너지변환시스템부문
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• pp.63-65
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• 2003

In the case of the large motors which can't direct load tests, IEEE 112 equivalent circuit test was selected instead of the circle diagram method in the newly KEPIC's code. According to the change of code, Hyosung established an equivalent circuit test method based on Standard IEEE 112. In this paper, we compared the test results between IEEE 112 and other standards, CSA C-390, JEC2137 for the large motors.