• 대한기계학회논문집
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• 제13권4호
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• pp.625-635
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• 1989

본 논문에서는 이 방법을 사용하여 glass/epoxy와 graphite/epoxy 유한평판이 균일응력과 균일변위 경계조건을 받을 때 평판 종횡비 H/W를 1,2,3, 균열길이와 폭의 비 L/W를 0.1부터 0.7까지, 균열각도를 0, 30, 45, 60으로 변화 시키면서 응력강도수정계수를 구하려고 한다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1998년도 추계학술대회 논문집 학회본부A
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• pp.109-111
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• 1998

A novel mode of parallel operation of 3-phase AC-DC flyback converter for power factor correction along with tight regulation was recently analyzed and presented. The advantage of the proposed converter does not require expensive high voltage and high current devices that are normally needed in popular boost type 3-phase AC-DC flyback converter is provided for control purposes and also experimental results are included to confirm the validity of the analysis.

• 한국지반공학회논문집
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• 제23권3호
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• pp.141-147
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• 2007

말뚝의 동적 응답 해석을 위한 다양한 방법들이 개발되어 있으며, 이 중에서 비선형 스프링, p-y 곡선을 이용하여 지반-말뚝 상호작용을 고려하는 방법이 널리 사용되고 있다. 그러나, 현재 사용되는 동적 p-y 곡선은 정적 또는 주기 하중에 의한 횡방향 재하 시험에 의해 개발되었다. 또한, p-y 곡선에 scaling factor를 도입하여 액상화에 의한 지반-말뚝 상호작용의 영향을 모사하고자 하는 시도가 이루어져 왔으나, 지금까지 정확한 scaling factor를 산정하지 못하고 있는 실정이다. 이에 본 연구에서는 Ig 진동대 실험으로부터 구한 말뚝 주변 지반의 과잉간극수압과 지반-말뚝 시스템의 고유진동수 관계 및 수치해석으로부터 구한 말뚝 주변 지반의 탄성계수의 변화와 지반-말뚝 시스템의 고유진동수 관계로부터, 말뚝 주변 지반의 탄성계수의 변화로 표현되는 p-y 곡선의 scaling factor를 구하였다. 그 결과, scaling factor는 과잉간극수압비에 따른 지수 함수의 형태로 나타났다.

• 스마트미디어저널
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• 제10권1호
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• pp.16-24
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• 2021

word2vec 등 기존의 단어 임베딩 기법은 원시 말뭉치에 출현한 단어들만을 대상으로 각 단어를 다차원 실수 벡터 공간에 고정된 길이의 벡터로 표현하기 때문에 형태론적으로 풍부한 표현체계를 가진 언어에 대한 단어 임베딩 기법에서는 말뭉치에 출현하지 않은 단어들에 대한 단어 벡터를 표현할 때 OOV(out-of-vocabulary) 문제가 빈번하게 발생한다. 문장을 구성하는 단어 벡터들로부터 문장 벡터를 구성하는 문장 임베딩의 경우에도 OOV 단어가 포함되었을 때 문장 벡터를 정교하게 구성하지 못하는 문제점이 있다. 특히, 교착어인 한국어는 어휘형태소와 문법형태소가 결합되는 형태론적 특성 때문에 미등록어의 임베딩 기법은 성능 향상의 중요한 요인이다. 본 연구에서는 단어의 형태학적인 정보를 이용하는 방식을 문장 수준으로 확장하고 OOV 단어 문제에 강건한 병렬 Tri-LSTM 문장 임베딩을 제안한다. 한국어 감정 분석 말뭉치에 대해 성능 평가를 수행한 결과 한국어 문장 임베딩을 위한 임베딩 단위는 형태소 단위보다 문자 단위가 우수한 성능을 보였으며, 병렬 양방향 Tri-LSTM 문장 인코더는 86.17%의 감정 분석 정확도를 달성하였다.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2008년도 추계학술대회 논문집
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• pp.208-212
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• 2008

Gas hydrate has been paid attention to study for because: 1) it can be considered as a new energy resources; 2) one of reasons causing the instability of sea floor slope and 3) a factor to the climate change. Bottom simulating reflector (BSR) defined as seismic boundary between the gas hydrate and free gas zone has been considered as the most common evidence in the seismic reflection data for the gas hydrate exploration. BSR has several characteristics such as parallel to the sea bottom, high amplitude, reducing interval velocity between above and below BSR and reversing phase to the sea bottom. Moreover, instantaneous attribute properties such as amplitude envelop, instantaneous frequency, phase and first derivative of amplitude of seismic data from the complex analysis could be used to analyze properties of BSR those would be added to the certain properties of BSR in order to effectively find out the existence of BSR of the gas hydrate stability zone. The output of conventional seismic data processing for gas hydrate data set in Ulleung basin in the East sea of Korea will be used for complex analyses to indicate better BSR in the seismic reflection data. This result of this analysis implies that the BSR of the analyzed seismic profile is clearly located at the two ways time (TWT) of around 3.1 seconds.

• 한국조명전기설비학회지:조명전기설비
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• 제11권3호
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• pp.88-96
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• 1997

본 논문은 배전시스템에서의 파라미터에 따른 과도현상을 분석하였다. 재투입에 의한 순간전압강하와 개폐서지를 분석하였으며, 이를 위해서 22.9[kV] 배전시스템의 실 데이터를 이용하여 다중접지된 모델 시스템을 구성하였다. EMTP 시뮬레이션을 통하여 주상변압기 2차측 수용가에서의 재투입 영향을 분석하였으며, 사고선로와 인근선로에서의 과도현상을 나타냈었다. 또한 사고위치, 부하크기, 부하역률, 캐패시터뱅크의 크기, 재투입 위상각에 대한 파라미터 분석을 하였고, 이들 요소와 재투입에 의한 과도 현상과의 관계를 나타내었다.

• 한국정밀공학회지
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• 제21권4호
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• pp.161-169
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• 2004

In this study, we investigated fatigue crack growth behavior of laser welded sheet metal due to a single overload. Fatigue specimens were made using butt joint of cold rolled sheet metal that was welded by $CO_2$ laser. The fatigue crack propagation tests were performed in such a way that fatigue loading was parallel to the weld line while crack propagation was perpendicular to the weld line. Single overload was applied when fatigue crack tip was arrived near the weld line. The distances between the crack tip and the weld line at which a single overload was applied were 6, 4 and 2mm. The effect of specimen thickness and overload ratio on the fatigue behavior was determined. The plastic zone size of crack tip due to the single overload was determined from the finite element analysis. For investigating fatigue crack growth behavior, we used different thickness specimen 0.9mm and 2.0mm, and variable overload ratio applied fatigue crack propagation test. Also we used finite element analysis for investigating the plastic zone size of crack tip when single overload applied

• Journal of Ecology and Environment
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• 제42권1호
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• pp.12-19
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• 2018

Background: The objective of this study was to determine the relationship between soil environmental factors and halophyte distribution in the west coast of South Korea. Soils of our study sites were categorized into two groups: salt marsh and estuary marsh. Results: Salinity was higher in the salt marsh group than that in the estuary marsh group. However, total nitrogen, silt, and clay contents were higher in the estuary marsh group than those in the salt marsh group. Although altitude had a wider range in the salt marsh group, the mean altitude was higher in the estuary marsh group than that in the salt marsh group. Annual halophytes of seed propagation species were distributed parallel to the coast line on salt marsh. Higher coverage of vegetation was found in the area closer to the coast line. Plant density was higher near dead parental plants in estuary marsh, showing less difference in area that was more distant from the coast line. Conclusions: Results of canonical correspondence analysis (CCA) for vegetation distribution and sediment environmental factors and germination analysis in the coast line showed significant relationship with halophyte distribution. Therefore, they can be used as an indicator of coastal plant movement due to sea level rise.

• Earthquakes and Structures
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• 제9권3호
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• pp.673-698
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• 2015

This paper investigates inelastic seismic demands of the normal component of near-fault pulse-like ground motions, which differ considerably from those of far-fault ground motions and also parallel component of near-fault ones. The results are utilized to improve the nonlinear static procedure (NSP) called Displacement Coefficient Method (DCM). 96 near-fault and 20 far-fault ground motions and the responses of various single degree of freedom (SDOF) systems constitute the dataset. Nonlinear Dynamic Analysis (NDA) is utilized as the benchmark for comparison with nonlinear static analysis results. Considerable influences of different faulting mechanisms are observed on inelastic seismic demands. The demands are functions of the strength ratio and also the pulse period to structural period ratio. Simple mathematical expressions are developed to consider the effects of near-fault motion and fault type on nonlinear responses. Modifications are presented for the DCM by introducing a near-fault modification factor, $C_N$. In locations, where the fault type is known, the modifications proposed in this paper help to obtain a more precise estimate of seismic demands in structures.

• Computers and Concrete
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• 제32권5호
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• pp.499-511
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• 2023

Anchor channels are commonly used for façade, tunnel, and structural connections. These connections encounter various types of loadings during their service life, including high rate or impact loading. For anchor channels that are placed close and parallel to an edge and loaded in shear perpendicular to and towards the edge, the failure is often governed by concrete edge breakout. This study investigates the transverse shear behavior of the anchor channels under quasi-static and high rate loadings using a numerical approach (3D finite element analysis) utilizing a rate-sensitive microplane model for concrete as constitutive law. Following the validation of the numerical model against a test performed under quasi-static loading, the rate-sensitive static, and rate-sensitive dynamic analyses are performed for various displacement loading rates varying from moderately high to impact. The increment in resistance due to the high loading rate is evaluated using the dynamic increase factor (DIF). Furthermore, it is shown that the failure mode of the anchor channel changes from global concrete edge failure to local concrete crushing due to the activation of structural inertia at high displacement loading rates. The research outcomes could be valuable for application in various types of connection systems where a high rate of loading is expected.