• 정보처리학회논문지:소프트웨어 및 데이터공학
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• 제10권11호
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• pp.483-490
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• 2021

인공신경망을 이용해서 기존 곡을 학습시키고 새로운 곡을 생성하기 위해서는 전처리 과정으로 곡을 신경망이 인식할 수 있는 숫자로 변환해야 하며, 지금까지는 원-핫 인코딩이 사용되어 왔다. 본 논문에서는 음표 임베딩과 마디 임베딩을 제안하고 기존의 원-핫 인코딩과 성능을 비교하였다. 성능비교는 어떤 방식이 작곡가가 작곡한 곡과 유사한 곡을 생성하는지를 정량적 평가에 근거해서 수행하였으며, 평가방법으로는 자연어 처리 분야에서 사용되는 정량적 평가 방법들을 이용하였다. 평가결과 마디 임베딩으로 생성한 곡이 가장 좋았으며 그 다음으로 음표 임베딩이 좋았다. 이는 본 논문에서 제안한 음표 임베딩과 마디 임베딩이 원-핫 인코딩보다 작곡가가 작곡한 곡과 유사한 곡을 생성한 것으로서 의의가 있다.

• East Asian mathematical journal
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• 제19권1호
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• pp.73-80
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• 2003

Let D be a bounded domain in $\mathbb{C}^n$ with $C^2$ boundary. In this paper, we prove the following inequality $${\parallel}u{\parallel}_{p_2,{\alpha}_2}{\lesssim}{\parallel}u{\parallel}_{p_1,{\alpha}_1}+{\parallel}\bar{\partial}u{\parallel}_{p_1,{\alpha}_1+p_1}/2$$, where $1{\leq}p_1{\leq}p_2<\infty,\;{\alpha}_j>0,(n+{\alpha}_1)/p_1=(n+{\alpha}_1)/p_1=(n+{\alpha}_2)/p_2$, and $1/p_2{\geq}1/p_1-1/2n$.

• 한국구조물진단유지관리공학회 논문집
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• 제22권6호
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• pp.130-137
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• 2018

콘크리트의 구성모델은 많은 연구를 통해 부재의 비선형 거동을 합리적으로 예측할 수 있도록 여러 모델이 개발되어 왔고 철근의 구성모델은 철근과 콘크리트의 부착 효과에 따른 인장 강화 현상을 반영한 모델이 연구되고 있지만 완전탄소성이나 이선형 변형도 경화 모델이 일반적으로 사용되고 있다. 코어 벽체로 활용하기 위해 개발하고 있는 복합 PC 패널의 반복가력 실험을 통해 길이 방향 철근의 좌굴에 의해 비선형 거동이 발생하였음을 확인하였다. 이 연구에서는 이와 같은 비선형 거동을 해석적으로 모사하기 위해 철근의 매입과 좌굴의 영향을 고려할 수 있는 구성모델들을 조사하였고 이 구성모델들을 재구성하여 새로운 모델을 제시하였다. 또한 제시한 모델의 타당성을 검증하기 위해 해석결과를 콘크리트 벽체와 복합 PC 패널 실험결과와 비교하였다. 철근의 매입 효과만 고려된 모델을 사용한 해석결과는 항복 이후 하중의 감소 없이 변형이 증가하는 거동을 예측하고 있지만, 제안 모델은 항복 이후 하중의 감소를 표현할 수 있어 콘크리트 패널의 거동을 예상하는 재료 모델로 활용할 수 있을 것으로 확인되었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
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• pp.621-626
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• 1998

An experimental investigation on the reinforcing bar corrosion and relationshid of reinforcing bar and concrete bond strength has been conducted to establish the allowable limit of rust in the construction field. The reinforcing bars used in this study were rusted before embedding in concrete. The first component of this experiment is to make rust of reinforcing bar rust artificially based on Faraday's theory at certain rates such as 2, 4, 6, 8 and 10% of reinforcing bar weight. For estimation of the amount of rust by weight, Clarke's solution and Shot blasting were adopted and compared. Parameters include 240 and 450kg/㎠ of compressive strengths and diameter of reinforcing bar (16, 19 and 25mm) corresponding development length for pull-ort test. And, pull-out tests were carried. out according to KSF 2441 and ASTMC 234 to investigate the effect of the corrosion rate on reinforcing bar-concrete bond behavior. It is found from the test results that the test techniques for corrosion of bar used in this study is relatively effective and correct test method. Results shows that up to 2% of rust increases the bond strength regardless of concrete strength and diameter of reinforcing bar like the existing data. It might be because of the roughness from rust. As expected, the bond strength increases as compressive strength of concrete increases and the diameter of bar decreases.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2006년도 심포지엄 논문집 정보 및 제어부문
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• pp.144-146
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• 2006

The Data Matrix of two-dimensional bar codes is a new technology capable of holding relatively large amounts of data compared to the conventional one-dimensional bar code which is just a key that can access detailed information to the host computer database. A secret key is used to prevent a watermark from malicious attacks. We encoded copyright information into a Data Matrix bar code for encoding process and it was spread a pseudo random pattern using owner key. We embedded a randomized watermark into the image using watermark's embedding position, pattern generated with a secret key. The experimental results have shown that the proposed scheme has good quality and is very robust to various attacks, such as JPEG compression and noise. Also the performance of the proposed scheme is verified by comparing the copyright information with the information which is extracted from a bar code scantier.

• East Asian mathematical journal
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• 제19권1호
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• pp.133-150
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• 2003

This paper will show that the relation (1.1) $$L^1({\Omega}){\subset}C_0(\bar{\Omega}){\subset}H_{p,q}$$ if 1/p'-1/n(1-2/q')<0 where p'=p/(p-1) and q'=q/(q-1) where $H_{p.q}=(W^{1,p}_0,W^{-1,p})_{1/q,q}$. We also intend to investigate the control problems for the retarded systems with $L^1(\Omega)$-valued controller in $H_{p,q}$.

• Smart Structures and Systems
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• 제18권2호
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• pp.335-354
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• 2016

This contribution presents an extended one-dimensional theory for piezoelectric beam-type structures with non-ideal electrodes. For these types of electrodes the equipotential area condition is not satisfied. The main motivation of our research is originated from passive vibration control: when an elastic structure is covered by several piezoelectric patches that are linked via resistances and inductances, vibrational energy is efficiently dissipated if the electric network is properly designed. Assuming infinitely small piezoelectric patches that are connected by an infinite number of electrical, in particular resistive and inductive elements, one obtains the Telegrapher's equation for the voltage across the piezoelectric transducer. Embedding this outcome into the framework of Bernoulli-Euler, the final equations are coupled to the wave equations for the longitudinal motion of a bar and to the partial differential equations for the lateral motion of the beam. We present results for the wave propagation of a longitudinal bar for several types of electrode properties. The frequency spectra are computed (phase angle, wave number, wave speed), which point out the effect of resistive and inductive electrodes on wave characteristics. Our results show that electrical damping due to the resistivity of the electrodes is different from internal (=strain velocity dependent) or external (=velocity dependent) mechanical damping. Finally, results are presented, when the structure is excited by a harmonic single force, yielding that resistive-inductive electrodes are suitable candidates for passive vibration control that might be of great interest for practical applications in the future.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.397-404
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• 1999

It is essential to measure load transfer mechanism of pile to check the appropriateness of assumptions made for design purpose and to continuously monitor the behavior of pile foundation. Through many attempts to monitor the behavior of super-structure in civil engineering area using several optical fiber sensors have been made, application of optical fiber sensor technology on pile foundation has not been tried up to now. Load transfer of model piles during compression loading was measured by optical fiber sensors and compared with the measurement by strain gauges. Fiber Bragg Grating(FBG) sensor system was used since it has many advantages, such as easy multiplexing, high sensitivity, and simple fabrication. Besides the model pile tests, uniaxial tension test of steel bar and compression tests of mortar specimen were carried out to evaluate the performance of FBG sensors in embedded environments. The shift of refilming wavelength due to the strain in FBG sensor is converted to the strain at sensor location and the dependence between them is 1.28 pm/${\mu}$ strain. FBG sensors embedded in model pile showed a better survivability than strain gauges. Measured results of load transfer by both FBG sensors and strain gauges were similar, but FBG sensors showed a smoother trend than those by strain gauge. Based on the results of model pile test, it was concluded that the use of FBG sensor for strain measurement in pile has a great potential for the analysis of pile load transfer.

• 대한수학회지
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• 제53권4호
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• pp.795-834
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• 2016

The main purpose of this paper is to propose a scheme of a proof of the nonsimpleness of the group $Homeo^{\Omega}$ ($D^2$, ${\partial}D^2$) of area preserving homeomorphisms of the 2-disc $D^2$. We first establish the existence of Alexander isotopy in the category of Hamiltonian homeomorphisms. This reduces the question of extendability of the well-known Calabi homomorphism Cal : $Diff^{\Omega}$ ($D^1$, ${\partial}D^2$)${\rightarrow}{\mathbb{R}}$ to a homomorphism ${\bar{Cal}}$ : Hameo($D^2$, ${\partial}D^2$)${\rightarrow}{\mathbb{R}}$ to that of the vanishing of the basic phase function $f_{\underline{F}}$, a Floer theoretic graph selector constructed in [9], that is associated to the graph of the topological Hamiltonian loop and its normalized Hamiltonian ${\underline{F}}$ on $S^2$ that is obtained via the natural embedding $D^2{\hookrightarrow}S^2$. Here Hameo($D^2$, ${\partial}D^2$) is the group of Hamiltonian homeomorphisms introduced by $M{\ddot{u}}ller$ and the author [18]. We then provide an evidence of this vanishing conjecture by proving the conjecture for the special class of weakly graphical topological Hamiltonian loops on $D^2$ via a study of the associated Hamiton-Jacobi equation.

• 한국토양비료학회지
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• 제24권2호
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• pp.102-108
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• 1991

나지상태(裸地狀態)에서 관수량(灌水量)에 따른 양분(養分)의 수직이동(垂直移動) 양상(樣相)을 구명하기 위하여 본량사양토(本良砂壤土)(Typic Udifluvents)의 작토층(作土層)을 공시토양(供試土壤)으로 하여 microplot(지름 20cm, 길이 85cm)시험(試驗)을 수행하였다. 시비량(施肥量)를 기준으로 하여 각(各) 성분(成分)이 (각(各) 토층(土層)으로 이동(移動)된 양(量))/(시비량(施肥量))${\times}$(시비지점에서 각(各) 토층(土層) 중심점까지의 거리)의 화(和)를 평균(平均) 이동(移動)거리라 했을때, 평균이동(平均移動)거리는 관수량(灌水量)과 수직적(直線的)인 관계가 있었다. 1 pore volume(piston front 10cm)물의 이동(移動)에 대한 각(各) 성분(成分)의 평균(平均) 이동(移動)거리는(cm)는 Cl, 7.52>무기태(無機態) N, 6.03>K, 3.50>Mg, 2.69>Ca, 1.19>유효인산(有效燐酸), 0.29순이었다. 여러 성분중(成分中) Cl이 가장 활발하게 하향이동(下向移動)되어 물의 piston front 이동(移動)거리의 75%가 되었고, 인산(燐酸)은 거의 이동(移動)되지 않아 물의 piston front 이동(移動)거리의 3%에 불과하였다. 양분이동(養分移動)의 결과 토양 pH는 관수량(灌水量)이 많아질수록 표층(表層)에서 낮아지고 심층(深層)에서 높아지는 경향인데 토양(土壤)깊이별 pH변화는 치환성(置換性) Ca과 Mg보다는 $NH_4-N$의 함량변화와 같은 경향을 보였다.