• 대한기계학회논문집A
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• 제22권4호
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• pp.879-886
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• 1998

It is very important to understand the vibration and noise characteristics of a structure to developed quiet machines and lessen their noise. In this paper, the vibration and sound radiation characteristics of a simple and a bar-stiffened plate have been investigated using numerical and experimental techniques. In numerical process, FEM analysis has been performed for the vibration level ; the time-space squared and averaged velocity and BEM analysis for sound radiation parameters ; sound power and radiation efficiency. In experimental process, FFT signal processing method has been used. While a power from an exiciter is applied to the structure by using a point contact, sound intensity and vibration level has been measured. Based on these two data, the radiation efficiency has been calculated. Results show that the radiation efficiency for the stiffened structure increases compared to the simple plate, due to the extra edges provided by the stiffener.

• 한국생산제조학회지
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• 제9권6호
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• pp.133-139
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• 2000

Vibrational characteristics of the vehicle structure are mainly influenced by the shape of the pillar cross section. In this paper a vehicle structural optimization technique has been developed to investigate a lightweight vehicle structure subject to constraints on natural frequencies in a simple beam-and-shell model. In this technique, the optimization procedures involve two stages. In the first stage, the section procedures involve tow stages. In the first stage, the section properties of beam elements of the vehicle structure has been optimized to have minimum weight while satisfying the constraints of natural frequencies. And, in the second stage, the shape of the cross section of the elements of the structure has been determined.

• Structural Engineering and Mechanics
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• 제46권4호
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• pp.533-547
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• 2013

"Reciprocal Frame" refers to a self-supporting grid structure used both for floor and roof. Using Finite Element Methods for non-linear solid mechanics and frictional-contact, this paper intends to analytically and numerically investigate the collapse behaviour of a reciprocal frame structure made of fibre-reinforced concrete. Considering a simple 3-beam structure, it has been investigated using a solid finite element model. Once defined the collapse behaviour of the simple structure, the analysis has been generalized using a concentrated plasticity finite element method. Results provided will be useful for studying generic reciprocal frame structures with several beams.

• 한국멀티미디어학회논문지
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• 제23권7호
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• pp.803-811
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• 2020

This paper proposes an image classification algorithm that transforms the number of convolution layers in the residual block of ResNet, CNN's representative method. The proposed method modified the structure of 34/50 layer of ResNet structure. First, we analyzed the performance of small and many convolution layers for the structure consisting of only shortcut and 3 × 3 convolution layers for 34 and 50 layers. And then the performance was analyzed in the case of small and many cases of convolutional layers for the bottleneck structure of 50 layers. By applying the results, the best classification method in the residual block was applied to construct a 34-layer simple structure and a 50-layer bottleneck image classification model. To evaluate the performance of the proposed image classification model, the results were analyzed by applying to the cifar10 dataset. The proposed 34-layer simple structure and 50-layer bottleneck showed improved performance over the ResNet-110 and Densnet-40 models.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2005년도 제25회 추계학술대회논문집
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• pp.136-140
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• 2005

일차원 ZND 데토네이션 구조 해석 모델의 연장선상에서 경사 충격파와 경사 데토네이션 파에 대하여 Rankine-Hugoniot 관계식과 반응속도를 연계한 이차원 경사 데토네이션 파의 구조해석 모델을 제시하였다. 이에 기반을 두어 삼중점, 횡단 충격파 및 셀 구조를 포함하는 경사 데토네이션 파의 비정상 상세 구조를 조사하기 위한 이차원 유체역학 해석을 수행하였다. 전산 유체 해석 결과는 경사 데토네이션 파의 상세구조에 대한 깊이 있는 이해를 제공하며, 해석 모델은 경사 데토네이션 파를 연소 메커니즘으로 이용하는 극초음속 추진기관의 통합 설계도구로 이용될 수 있을 것이다.

• 정보처리학회논문지C
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• 제16C권2호
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• pp.209-216
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• 2009

무선 센서 네트워크에서는 질의 분배(dissemination)나 이벤트 광고를 위해 플러딩이 요구된다. Simple(또는 blind) 플러딩은 폭주(implosion) 문제와 겹침(overlap) 문제를 야기하며, 따라서 simple 플러딩은 센서 네트워크의 수명을 감소시킬 수 있다. 따라서 본 논문에서는 플러딩 오버헤드를 줄이기 위해 플러딩 오버레이 구조(Flooding Overlay Structure; FOS)를 제안한다. 두 종류의 FOS 기법인 중앙형 FOS(Centralized FOS; CFOS)와 분산형 FOS(Distributed FOS; DFOS)를 제안하며, CFOS에서는 싱크가 네트워크 토폴로지 정보를 수집해서 그 정보를 기반으로 포워딩 노드를 선택하는 반면, DFOS에서는 각 센서 노드가 자신의 로컬 정보를 기반으로 자신이 브로드캐스트 패킷의 포워딩에 참여할지 여부를 결정한다. 제안한 FOS 기법들의 성능 분석을 위해 NS-2 기반의 시뮬레이션을 수행했으며, FOS 기법들과 simple 플러딩 및 gossiping의 성능을 비교했다. 시뮬레이션 결과, 제안한 FOS 기법들이 네트워크 수명 측면에서 simple 플러딩보다, 데이터 전달율 측면에서 gossiping보다 우수함을 알 수 있었다.

• 대한수학회보
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• 제51권4호
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• pp.1217-1227
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• 2014

The intersection of all two-sided ideals of an ordered semigroup, if it is non-empty, is called the kernel of the ordered semigroup. A left ideal L of an ordered semigroup ($S,{\cdot},{\leq}$) having a kernel I is said to be simple if I is properly contained in L and for any left ideal L' of ($S,{\cdot},{\leq}$), I is properly contained in L' and L' is contained in L imply L' = L. The notions of simple right and two-sided ideals are defined similarly. In this paper, the author characterize when an ordered semigroup having a kernel is the class sum of its simple left, right and two-sided ideals. Further, the structure of simple two-sided ideals will be discussed.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.1569-1576
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• 2011

To install heavy structures in the railway bridges, crane methods or launching methods using temporary structure have been applied. These methods are uneconomical because working yard is required, temporary cut of rail system, etc. In this study, various construction methods has been developed which are suitable to the filed conditions. In the case of simple span structure like plate girder bridges, the girder is loaded to troy system at the working yard and then transferred to the working place. To lift and lower the girder system, a new transfer system was developed. Different methods each for simple span bridge girder and long span girder were developed and detailed work procedures were proposed. Using these methods, the heavy structures can be installed with simple and safe work procedures and the construction cost and duration can be reduced.

• 한국자동차공학회논문집
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• 제5권5호
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• pp.170-177
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• 1997

In this study, an analysis technique using simple beam model for predicting structure crashworthiness of the passenger car side impacted with an angle by another passenger car was investigated. The simple model was composed of major beam-like side structure which carry almost all side impact load. A procedure of component collapse test, calculation of load carrying capability and dynamic simulation was carryed out sequentially. Transient dynamic algorithms and a computer program to simulate deformations and motions of the impacted car was developed. The developed procedure was applied to a 3 door passenger car side impacted with an angle of 75 degree and the analysis results show good agreements with the actual test results.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.696-699
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• 2004

Generally, the time history analysis among seismic response analyses of a structure needs more times than static analysis. Therefore the mechanical model of a structure has been used as a simple lumped parameter model in time history analysis. For the most cases, the simple mechanical model shows the similar results to that of detailed finite element model. so it is reasonable to use the simple mode] in preliminary analysis. In seismic design of liquid storage tank, such as LNG storage tank, the lumped parameter mode] also is being used in preliminary analysis, however sometimes shows the differences to the results of detailed finite element model. Therefore in this study, the dynamic characteristics between lumped parameter model and detailed finite model is compared for the variables such as height/diameter of liquid-storage tank and thickness of wall, then the applicability of beam mode] to the seismic response analysis are evaluated for some liquid storage tanks.