• Proceedings of the KIPE Conference
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• 2017.11a
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• pp.139-140
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• 2017

본 논문에서는, 원통형셀의 직렬조합에 의한 직렬배터리팩 구성(16S1P) 시, 배터리팩의 외형(정사면체;$4{\times}4$/직사면체;$2{\times}8$)차이에 의한 내부 열분포의 기초해석을 Comsol 프로그램을 통해 실시하였다. 동일한 전류프로파일을 적용하였을 때, 각 배터리팩 내부의 셀 간 열분포 및 외형의 차이에 의한 두 배터리팩의 열분포 비교 분석을 실시하였다. 기초해석 논문이므로, 실제 산업계에서 사용되는 원통형셀의 실험조건 대신에 Comsol 프로그램에서 제공하는 18650 타입의 원통형셀의 음극(anode)와 양극(cathode)의 시뮬레이션 조건을 적용하였다.

• Journal of the Korean Society for Railway
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• v.9 no.4 s.35
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• pp.449-454
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• 2006

본 연구는 Labview Simulation Interface Toolkit과 Matlab/Simulink를 조합한 제어 시스템을 매우 짧은 차간 간격을 요구하고, 차량 간의 충돌을 피하기 위해서 매우 정확한 속도제어를 필요로 하는 개인 고속 이동 시스템에 응용하는 것에 대해서 다룬다. 간단한 차량의 운동방정식을 유도하기 위해서 선형모터를 도입한다. 후미 차량에 의해서 추종되어 져야하는 속도 프로파일은 두 차량(선행차량과 후미차량) 간의 상태정보를 기초로 해서 생성된다. 속도 프로파일 추종을 위한 제어 시스템은 Matlab/Simulink 에 의해서 설계된다. 모의시험 결과는 제안된 제어 시스템이 속도 추종 특성을 평가하는데 효과적임을 보인다.

• Proceedings of the Korean Information Science Society Conference
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• 1999.10a
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• pp.388-390
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• 1999

자바는 자동 메로리 회수(garbage collection) 방식을 채택한 범용 프로그래밍 언어로 자바 가상머신(JVM)이 설치된 다양한 플랫폼에서 사용되어 지고 있다. 현재 자바에서 사용되는 가비지 콜렉터는 휴지(pause) 시간이 상당히 길어 짧은 응답시간을 요구하는 서버 및 실시간 응용 프로그램에는 적합하지 않은 표시-압축 기법을 사용한다. 이를 보완하기 위해 자바 HotSpotTM 성능 엔진에서 세대기반(generational) 복사 기법에 기반을 둔 혼성(hybrid) 가비지 콜렉터를 사용하고 있으나, 상당히 큰 오버헤드를 보이고 있어 다양한 응용 프로그램의 특성을 수용하기에는 개선의 여지가 많다. 본 논문에서는 세대기반 기법을 기반으로, 자바와 자바 가상머신이 가진 특성들과 실행시간 객체의 타입 및 스택 정보를 이용하는 가비지 콜렉터를 설계한다. 또한, 힙 프로파일 분석기를 구현하고, 이를 통해 응용 프로그램에 적합한 메모리 구조를 분석하고, 가비지 콜렉터에 적용할 수 있도록 한다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.39 no.6
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• pp.821-831
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• 2019

The 9.12 earthquake (2016.9.12., M_L=5.8) and Pohang (2017.11.15., M_L=5.4) caused social and economic damage, resulting in a greater public interest in earthquakes than in the past. In the U.S., Japan and Chile, which have high frequency of earthquakes, infrastructure facilities are already managed based on probabilistic seismic hazard analysis (PSHA) and ground motion prediction equation (GMPE) to prepare for and respond to seismic disasters. In South Korea, the aforementioned PSHA and GMPE models have been developed independently through individual researchers. However, the limited disclosure of basic data, calculation methods, and final results created during the model development poses a problem of deploying new data without updating the earthquake that occurs every year. Therefore, this paper describes how to create flatfile, which is the basic data of GMPE, and how to process for seismic waves, and how to create intensity measures.

• The Journal of Engineering Geology
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• v.29 no.4
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• pp.451-460
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• 2019

In this study, a complex behavior connector is proposed to overcome the problems that may occur when small pile pipe and micro pile is used as a friction pile concept in the lower foundation of an oil sand plant where a piloti foundation is used. The individual settlement and heaving of piles were connected in one group to allow the composite behavior. This study performed to analyze the load carrying capacity to identify a complex behavior. In addition, the shape of the composite behavior connector was examined to apply the advantages of pile-group and piled raft foundations to oil sand plants. A scale model was constructed to measure the behavior of the load. The stability and weakness of the device were selected to determine the shape of the connector using the scale model testing.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.3 no.3
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• pp.126-136
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• 1991

This study is concerned with the nonlinear dynamic behaviors of guyed towers for wave loadings. In order to analyze the nonlinear responses of guyed towers efficiently, the main tower is modeled as an equivalent stick, the guyline system is idealized as a spring with nonlinear stiffness in the horizontal direction. and the pile foundation system is represented as a linear spring in the rotational direction. The wave forces on the main tower are evaluated by using Morison's equation. In order to consider adequately the nonlinearities of the guying system and drag forces due to fluid viscosity. the analyses are performed in the time domain. The mode superposition method is adopted for solving the nonlinear equation of motion efficiently. which is based on the Newmark integration scheme. Numerical analyses are carried out to investigate the sensitivity of two major design parameters for guyed towers. i.e., the clump weight conditions and the base renditions of the tower.

• The Journal of the Institute of Internet, Broadcasting and Communication
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• v.20 no.5
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• pp.151-156
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• 2020

To analyze the diffraction properties of optical signals and the significant impacts of tapered sidewall profile at periodic trapezoidal 2D diffraction gratings, Toeplitz dielectric tensor is first defined and formulated by 2D spatial Fourier expansions associated with trapezoidal profile. The characteristic modes in each layer is then based on eigenvalue problem, and the complete solution is found rigorously in terms of modal transmission-line theory (MTLT) to address the pertinent boundary-value problems. Based on those one, the numerical analysis is performed on how the tapered side profile of grating structures with trapezoidal refractive index distribution affects the design of a sub-wavelength grating reflector. The numerical results reveal that this tapered sidewall profile plays a critical role in determining the reflection bandwidth, the average reflectance, and the band edge.

• Journal of the Korean Geotechnical Society
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• v.21 no.9
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• pp.87-102
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• 2005

In the congested urban areas, tunnelling close to existing structures or services often occurs due to the lack of surface space so that tunnelling-induced ground movements may cause a serious damage to the adjacent structures. This study focused on the two dimensional laboratory model pile-soil-tunnelling interaction tests using a close range photogrammetric technique. Testing equipments and procedures were Introduced, particularly features of aluminium rods regarded as the frictional granular material. The experimental result showed that the photo imaging process by the VMS and EngVis programs proved to be a useful tool in measuring the pile tip movements during the tunnelling. Consequently, the normalised pile tip movement data for the influence zones can be generated by the laboratory model tests using the Photogrammetric technique. This study presents influence zones associated with the normalized pile tip settlements due to tunnelling in the cohesionless material. The influence zones were Identified by both a laboratory model test and a numerical analysis. The normalized pile tip movements from the model test were in good agreement with the numerical analysis result. The influence zones proposed in this study could be used to decide the reasonable location of tunnel construction in the planning stage. However, the scale of model pile and model tunnel sizes must be carefully adjusted as real ones for practical application considering the ground conditions at a given site.

• Journal of the Korea Institute of Building Construction
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• v.18 no.5
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• pp.439-446
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• 2018

The PHC pile has been increasingly used due to its implementation of the top-base method, which is advantageous in high penetration rate and bearing capacity reinforcement. Typically, when a PHC pile is manufactured, high-strength mixed materials are mainly used to enhance the compressive strength. However, recent studies have been conducted to utilize ground granulated blast-furnace slag (GGBS) in terms of economic efficiency. For this reason, this study manufactured PHC pile considering the replacement ratio and curing conditions of GGBS instead of high-strength mixed materials, and further investigated the engineering properties of the PHC pile. According to the experimental results, the compressive strength of GGBS-replaced PHC pile increased by steam curing, and particularly, PHC pile with 20% replacement of GGBS under $80^{\circ}C$ steam curing condition showed a compressive strength of approximately 84MPa. Furthermore, the experimental results confirmed that more hydration products were generated under the $80^{\circ}C$ steam curing condition than that under the $20^{\circ}C$ steam curing condition, which would affect the higher density of the PHC pile as well as the increase in the compressive strength.

• Proceedings of the Korea Contents Association Conference
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• 2008.05a
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• pp.892-896
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• 2008

In construction work's process of a basic planning, we must carry out a topographical for construction reserved land and to the basis of this, production of profile is Indispensable factor for the purpose of every construction work such as road, rail way, canal and etc. From this research, the production of profile about construction reserved land, using topography information of numerical value topographical map produced by NGIS construction project, construct precision 3D topography model and from this, propose plans for utilizing by producing automatic profile. With the aim of this, abstract every layers of main facilities and altitude from numerical value topographical map and while producing 3D topography model by using this, we produce and product automatic profile from construct precision 3D topography. And about the produced profile's process, a topographical by mutual analysis was carried out to check whether the automatic produced profile's accuracy could be accepted at actual estimation and permissible accuracy. It is considered that the result of the research could be suggested as a new formation techniques concept which can reduce the designing time and expenses and increase the efficiency of planning in the basic design process for the construction.