• Earthquakes and Structures
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• 제9권6호
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• pp.1133-1152
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• 2015

A frequency-domain method is developed for evaluating the earthquake input energy to two building structures connected by viscous dampers. It is shown that the earthquake input energies to respective building structures and viscous connecting dampers can be defined as works done by the boundary forces between the subsystems on their corresponding displacements. It is demonstrated that the proposed energy transfer function is very useful for clear understanding of dependence of energy consumption ratios in respective buildings and connecting viscous dampers on their properties. It can be shown that the area of the energy transfer function for the total system is constant regardless of natural period and damping ratio because the constant Fourier amplitude of the input acceleration, relating directly the area of the energy transfer function to the input energy, indicates the Dirac delta function and only an initial velocity (kinetic energy) is given in this case. Owing to the constant area property of the energy transfer functions, the total input energy to the overall system including both buildings and connecting viscous dampers is approximately constant regardless of the quantity of connecting viscous dampers. This property leads to an advantageous feature that, if the energy consumption in the connecting viscous dampers increases, the input energies to the buildings can be reduced drastically. For the worst case analysis, critical excitation problems with respect to the impulse interval for double impulse (simplification of pulse-type impulsive ground motion) and multiple impulses (simplification of long-duration ground motion) are considered and their solutions are provided.

• 한국산업융합학회 논문집
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• 제26권6_3호
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• pp.1341-1347
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• 2023

This study proposes to ensure the seismic stability of an existing switchboard for emergency diesel generator by applying mode analysis, static analysis and dynamic analysis. First, a three dimensional model for the swithboard was made with simplification for mode analysis. Next, The mode analysis for the finite element model of the existing switchboard was performed. The 1st natural frequency below 33 Hz, the seismic safety cutoff frequency, was calculated to be 21.943 Hz. Finally, based on the seismic stability theory, the von-Mises equivalent stresses derived by structural analysis and response spectrum analysis under the normal and faulted conditions were 74.179 MPa and 49.769 MPa, respectively. These are less than specified allowable stresses. So seismic stability was confirmed.

• 대한음성학회:학술대회논문집
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• 대한음성학회 1996년도 10월 학술대회지
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• pp.123-128
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• 1996

So far we have proposed the following constraint ranking for the (over-)application of the coda neutralization: (22) License family ≫ UE family ≫ IDENT-IO family ≫ Base-ID This analysis shows that only the surface level is enough to analyze the opaque behaviors of coda neutralization. Uniform Exponence constraint is worth further study since it can handle Consonant Cluster Simplification and underapplication of /t/-palatalization in Korean compounds in which morphemes before a stem are uniformly realized as one surface form: i.e., the output base form (S. Hong in preparation)(equation omitted)

• 한국콘텐츠학회:학술대회논문집
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• 한국콘텐츠학회 2018년도 춘계 종합학술대회 논문집
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• pp.441-442
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• 2018

인터넷의 급속한 발달에 따라 다양한 앱(App)들이 기능적인 디자인으로 변모하고 있다. 그러나 아직 미적인 감성을 기반으로 한 간결성과 단순성에 대한 사용자 입장에서는 많은 불편함이 많은 실정이다. 그래서 이를 극복하기 위하여 앱을 설계할 때 사용자의 만족도도 높이면서 앱의 간결성에 영향을 미치는 요인에 대한 요소를 분석하고자 한다.

• Nuclear Engineering and Technology
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• 제4권2호
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• pp.137-150
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• 1972

Three recently introduced tenchniques in the area of nuclear analysis are discussed : the structure-factor method of evaluating group material properties, the vector-synthesis method of generating three-dimensional multigroup flux distributions, and an indirect method of defining optimal restricted partitions of neutron phase-space. Each new method is compared with other commonly employed techniques and is shown to be a simplification which leads to a reductions in computational effort while retaining acceptable accuracy.

• Journal of Ship and Ocean Technology
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• 제3권3호
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• pp.13-24
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• 1999

In this paper, a 2-dimensional novel beam element is developed and a method to replace the 3-dimensional analysis with 2-dimensional analysis is proposed. The developed novel beam element named rigid-ended beam element can consider the effect of three kinds of span points within one element, which was impossible in modeling with the ordinary beam element. Calculated results for the portal frame using the rigid-ended beam element agree with the results using membrane element. And also, the proposed simplified 3- dimensional analysis method which includes two step analysis using influence coefficients shows good accuracy. Structural analysis using the rigid-ended beam element and the simplified 3-dimensional method is revealed to have good computing efficiency due to unnecessity of the elements corresponding to the brackets and simplification of 3-dimensional analysis.

• 한국전자통신학회논문지
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• 제8권10호
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• pp.1457-1466
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• 2013

본 논문에서는 지금까지 문헌을 중심으로 한 계량정보분석에서의 단순성을 벗어나는 입체적인 국제 연구의 관계를 마이크로배터리 및 에너지 하비스팅을 중심으로 전개하여 국제 관계 네트워크 구성에 활용할 수 있도록 제시한다.

• Journal of Ship and Ocean Technology
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• 제8권3호
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• pp.40-49
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• 2004

Welding deformations injure the beauty of appearance of a structure, decrease its buckling strength and prevent increase of productivity. Welding deformations of real structures are complicated and the accurate prediction of welding deformations has been a difficult problem. This study proposes a method to predict the welding deformations of large structures accurately and practically based on the simplified thermal elasto-plastic analysis method. The proposed method combines the inherent strain theory with the numerical or theoretical analysis method and the experimental results. The weld joint is assumed to be divided into 3 regions such as inherent strain region, material softening region and base metal region. Characteristic material properties are used in structural modeling and analysis for reasonable simplification. Calculated results by this method show good agreement with the experimental results. It was proven that this method gives an accurate and efficient solution for the problem of welding deformation calculation of large structures.

• 한국분무공학회지
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• 제29권1호
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• pp.23-31
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• 2024

This study conducted a 3D thermo-acoustic analysis based on the helmholtz solver to analyze the major resonance modes causing combustion instability in a single-can combustor. The experimental investigations were carried out on a test rig designed by the Korea Institute of Machinery & Materials (KIMM) under various conditions of hydrogen co-firing and fuel staging. Through these experiments, two primary unstable frequencies were identified. To determine the resonance modes of these frequencies, a 3D thermo-acoustic analysis was conducted using temperature information from the test rig. The results confirmed that the unstable frequencies observed in the experiments were all longitudinal modes. Additionally, the mode shapes identified in the analysis facilitated a simplification of the exit geometry for the low-order network model, confirming that this did not significantly affect the fundamental resonance modes.

• 한국강구조학회 논문집
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• 제19권3호
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• pp.281-290
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• 2007

본 논문에서는 상용유한요소해석 프로그램을 이용하여 12형 무도상 판형교를 보요소의 형상함수를 이용한 시간하중함수를 열차의 표준하중선도에 적용하여 해석하였다. 또한 Klingel의 sine운동을 적용하여 횡방향 거동특성을 모사하였다. 실제 운행한 상시운행열차 및 증속 실험의 자료와 해석프로그램의 변위, 가속도 자료를 비교하여 해석프로그램 및 해석기법의 타당성을 검토하였다. 그 결과 수평변위와 수직변위의 시간이력이 실제 계측된 자료를 적정수준으로 반영하였다. 6가지 보강모델의 수직 및 수평방향의 변위, 가속도의 보강효과를 살펴보았으며 상부 수평브레이싱 시스템을 하부에 도입한 RF-1모델과 판을 보강한 RF-3모델이 중량제한과 시공성 등을 고려할 때 가장 효과적인 보강방법으로 판단된다.