• Journal of Korean Society of Steel Construction
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• v.18 no.2
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• pp.191-201
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• 2006

New design equations for calculating the lateral-torsional buck ling moment resistances of stepped I-section beams with/without continuous lateral top-flange bracing subjected to a point load, a series of point loads, and a uniformly distributed load, are suggested based on the results of elastic finite-element analyses. The new equations presented in this study are compared with the current moment gradient modifiers presented by other researchers and specifications. Although the study paper presents mainly stepped-beam cases subjected to a point load and a uniformly distributed load. The proposed equations include the length-to-height ratio effects for stepped beams with continuous lateral top-flange bracing. The new moment gradient correction factors could be easily used to calculate the lateral-torsional buckling moment resistance of stepped I-beams.

• Journal of Korean Society of Steel Construction
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• v.19 no.5
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• pp.473-482
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• 2007

When the material strength and ductility of shear studs is sufficient to carry the interface shear force, the composite beam can behave safely without premature structural failure in the interface and without ultimate moment reduction. In this study, the influence of the deformation capacity of shear studs embedded in high-strength concrete on structural behavior and design condition of composite beam is analyzed using FEM. In the analysis, load type, degree of shear connection and arrangement of studs are considered as analysis parameters. According to analysis results, in the case of partial interaction,the deformation capacity of studs embedded in high-strength concrete should be considered together with material strength. Especially in the case of uniform arrangement of studs and uniformly distributed load, a minimum available degree of shear connection is restricted by the deformation capacity of studs. In this case,shear studs should be arranged in consideration of the distribution of shear force at the composite section.

• Journal of the Korean Wood Science and Technology
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• v.36 no.3
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• pp.9-16
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• 2008

Ribbed birch (Betula costata Trautv.), Japanese larch (Larix kaempferi (Lamb.) Carr.), and tulip tree (Liriodendron tulipifera L.), were used as experimental specimens to measure the sound absorption coefficient with various resonator types, regular resonator (Type-R), eccentric resonator (Type-E), aligned resonator (Type-A), and screwed resonator (Type-S). Resonators consisted of the simple perforation by hand drilling. Sound absorption performances of the resonators installed perforations were better than those of untreated specimens. They were varied with the resonator's type and wood species. Increased area by a wood screw gave no significant change on the sound absorption.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.423-423
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• 2015

국내에서는 유역의 설계홍수량을 결정하기 위해 강우-유출 사상에 의해 유도된 대표단위도를 활용하는 방식이 일반적으로 채택되고 있으나, 유역의 실측 호우사상이 부족한 경우 대표단위도의 신뢰성은 종종 논쟁의 여지를 갖게 된다. 이는 제한된 수의 자료를 활용하여 도출된 매개변수의 평균이나 최대/최소값으로 채택되는 대표단위도를 통해 산정되는 설계홍수량이 왜곡될 수 있는 가능성에 기인하는 것이다. 따라서 매개변수 산정 및 검정에 활용되는 사상의 수와 질이 설계홍수량 산정에 미치는 영향을 파악하는 것이 필수적이다. 본 연구에서는 가용한 호우사상의 수가 제한된 유역의 경우 Clark 단위도의 매개변수 도출에 대한 불확실성 분석을 수행하였다. 대상유역은 비교적 다량의 실측 호우사상을 갖는 국내 중규모 댐 유역으로 선정하였으며, 호우사상 모집단의 수가 N개일 때 단위도 유도에 활용되는 사상을 2개부터 N-1개까지 증가시켜 가며 분석대상이 되는 호우사상이 무작위로 선정될 경우를 가정하였다. 불확실성 분석을 수행하기 위하여 Monte Carlo Simulation을 각 호우사상 수별로 100회씩 적용하였으며, 이 때 확률변수는 등분포함수를 따르는 것으로 가정하여 각 호우사상이 선정될 가능성을 동일하게 부여하였다. 이러한 과정을 통해 선정된 호우사상별 매개변수들 중 도달시간과 저류상수의 평균값과 최소값을 대표단위도(평균, 최대)의 매개변수로 각각 채택하여 설계홍수량을 도출하였다. 그 결과 선정된 호우사상의 양과 질에 관계없이 호우사상 수가 증가함에 따라 채택되는 대표단위도의 매개변수가 안정되는 경향을 보였으며, 설계수문곡선의 첨두홍수량 분포는 음으로 왜곡되는 경향을 나타내어 설계홍수량이 과소산정될 가능성이 감소하는 결과를 보였다. 즉, 대상유역의 분석 대상 호우사상 수가 증가하면 대표단위도 매개변수 및 설계홍수량 산정결과가 안정되는 경향을 보이므로 설계홍수량 산정의 신뢰성을 향상 시킬 수 있을 것이며, 이는 향후 설계홍수량 산정 및 평가를 수행하는 기술자들의 판단도구로 활용될 수 있을 것으로 판단된다.

• Korean Chemical Engineering Research
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• v.60 no.1
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• pp.12-19
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• 2022

Cathode open-type PEMFC (Proton Exchange Membrane Fuel Cells) stacks, which are widely used in small transport-type PEMFC, have a problem with poor durability. Through the accelerated durability test of the 13-cell PEMFC stack, we tried to find the cause of the degradation of the stack and to contribute to the improvement of the durability of the cathode open stack. A hydrogen/air boundary is formed during start-up/shut-down (SU/SD) due to the structural problem of the cathode open stack in which the cathode is open to the atmosphere and it is difficult to maintain airtightness, thereby deteriorating the cathode. In this study, it was possible to evaluate the durability in a relatively short time by reducing the 54% of the initial performance by repeating SU/SD 1,800 times on the cathode open stack. After dismantling the stack, each cell was divided into two and the performance was analyzed. Overall, the anode outlet MEA, which facilitates air inflow, showed more severe electrode deterioration than the inlet MEA, confirming that the hydrogen/air boundary formation during SU/SD is the main cause of degradation.

• Analytical Science and Technology
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• v.35 no.6
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• pp.237-241
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• 2022

The effect of washing fingerprints deposited on glass that were contaminated with a flammable liquid (gasoline, kerosene, diesel, and thinner) was studied by washing with hexane or heptane. The fingerprints were visualized using fuming cyanoacrylate, followed by basic yellow 40 staining. After comparing the washing effect, by dividing one fingerprint into four sections, it was confirmed that the ridge detail was damaged by dissolving the fingerprints in flammable liquid. As a result of washing fingerprints contaminated with flammable liquids using hexane or heptane, fingerprints contaminated with gasoline, kerosene, and thinner did not show a washing effect because the ridge detail was damaged at the time of contamination, and only fingerprints contaminated with diesel exhibited improved ridge detail quality. Because hexane and heptane washing damage the ridge detail, it was found that fingerprints contaminated with gasoline, kerosene, and thinner were better enhanced directly without the washing process. In addition, it was found that the amount of the washing solvent and contact time should be minimized when washing fingerprints contaminated with diesel.

• The Korean Journal of Applied Statistics
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• v.36 no.4
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• pp.295-307
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• 2023

The heterogeneous autoregressive (HAR) model is a simple linear model that is commonly used to explain long memory in the realized volatility. However, as realized volatility has more complicated features such as conditional heteroscedasticity, leverage effect, and volatility clustering, it is necessary to extend the simple HAR model. Therefore, to better incorporate the stylized facts, we propose a threshold HAR model with GARCH errors, namely the THAR-GARCH model. That is, the THAR-GARCH model is a nonlinear model whose coefficients vary according to a threshold value, and the conditional heteroscedasticity is explained through the GARCH errors. Model parameters are estimated using an iterative weighted least squares estimation method. Our simulation study supports the consistency of the iterative estimation method. In addition, we show that the proposed THAR-GARCH model has better forecasting power by applying to the realized volatility of major 21 stock indices around the world.

• Journal of the Korean Geotechnical Society
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• v.23 no.5
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• pp.63-75
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• 2007

Piled raft is known to be an unfavorable foundation type in soft clay because foundation is associated with both excessive settlement and bearing capacity failure problems. Despite these reasons, in recent decades, an increasing number of structures have been constructed over soft clay area, piled raft concepts arouse interest as the foundation of structures on soft clay area becomes popular. This study described 3 dimensional behavior of piled raft on soft clay based on a numerical study using 3D finite element method. A series of numerical analyses were performed for a various pile lengths and the pile configurations on the raft were subjected to vertical uniform or point loading. Based on the results of the parametric study, comparisons were made among the effect of loading type, various pile length and configurations, and the load-settlement behavior and load sharing characteristics of piled raft were also evaluated. From the results, the characteristic of piled raft on soft clay was examined.

• 한국벤처창업학회:학술대회논문집
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• 2021.04a
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• pp.79-83
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• 2021

2020년 2월 중순 이루 코로나 바이러스 2019(Covid-19)로 인하여 정부의 기술창업기업 지원 방식도 전반적으로 기존의 대면 방식에서 비대면 방식으로 전환하여 현재까지 대부분 진행되어 오고 있다. 창업기업에 대한 멘토링은 특히 멘티인 창업자와 멘토가 기존에 알고 있는 관계가 아닌 대부분 처음 만나는 관계의 확률이 높음에 따라 사전에 상호간에 라포(Rapport)가 형성되지 않은 상태에서 멘토링이 이루어진다. 이로 인해 Rapport가 형성이 안된 상태에서는 서로 호감을 느끼거나, 나아가 공감대 형성, 그리고 터놓고 이야기 하여, 서로 간의 대화가 충분히 감정적으로나 이성적으로 이해하기가 어려운 경우가 대부분이다. 이러한 경우에는 충분한 멘토링이 어려울 것으로 예상할 수 있다. 따라서 본 연구는 창업 멘토링의 특수성을 감안해 볼 때 정부 기술창업지원 방식 중 기업의 성과를 높이기 위한 멘토링 과정에서 대면 또는 비대면 방식의 방법 차이가 멘토링 만족도에 영향을 주는 것을 그 목적으로 한다. 본 연구는 창업 기업의 성과를 높이기 위한 중소벤처기업부의 도약패키지 사업 중 2019년과 2020년의 제품 아카데미 사업에 참여한 283명을 대면 방식이었던 2019년 211명과 비대면 방식이었던 2020년 72명의 창업 기업 멘티들의 학습 과정에서 발생하는 배운 내용을 실천하고자 하는 학습 전이 효과 경로에 차이가 발생하는 지에 대하여 분석하였다. 자기 기입 설문 방식으로 인해 발생할 수 있는 동일방법편의를 해결하고자 구조화된 설문지 구성할 때부터 응답자의 일관성 동기를 줄이려고 하였고, 통계분석 단계에서도 다수이 방법으로 측정하는 일반 CFA 모형을 활용하였다. 실증 분석결과 비대면 방식의 창업 멘토링 방식을 학습 전이 효과 경로 결과에 있어서 조절효과가 있음을 유의한 통계적 결과고 확인하고, 사후 검증을 통해 볼 때 등분산 가정이 되지 않은 상황에서 차이가 있음을 통계적으로 유의하게 나타났다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.2A
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• pp.149-159
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• 2010

This paper presents an experimental study on the structural behavior of composite CFT truss girder bridge with full depth precast panels. The length of span is 20,000 mm. The CFT truss girder is a tubular truss composed of chord members made of concrete-filled and hollow circular tubes. To determine fundamental structural characteristics such as the strength and deformation properties of composite CFT truss girder bridge, static and dynamic tests were conducted. The natural frequencies calculated by the FEM are in good agreement with experimental results obtained from dynamic test. Bracing have only a small effect on the natural frequencies of composite CFT truss girder bridge as indicated by the FEM results. The yield strength and deformation of the composite CFT truss girder bridges were investigated through a static bending test. Besides, the test results showed that uniform distribution of shear connectors can be applicable in composite CFT truss girder bridges.