• 한국통신학회논문지
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• 제29권6C호
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• pp.824-833
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• 2004

대역폭과 저장장치의 한계 때문에 의료영상은 전송과 저장 전에 압축되어야 한다. 의료영상 표준인 DICOM(Digital Imaging and Communications in Medicine)은 JPEG 정지영상 압축을 지원하는 구조를 제공한다. 본 논문에서는 의료영상을 JPEG으로 압축하기 위한 방법을 설명하고 JPEG 압축을 위한 두 가지 방법을 제안한다. 첫 번째로 의료영상은 자연영상과는 시각적인 특성이 다르기 때문에, 스펙트럼 분석을 이용한 양자화 테이블을 적응적으로 설계하는 방법을 제안한다. 두 번째로 의료영상은 자연영상과 다르게 픽셀당 비트수가 높기 때문에, 심벌들의 확률분포 특성을 고려한 허프만 테이블을 적응적으로 설계하는 방법을 제안한다. 따라서 본 논문에서는 의료영상에 적합한 양자화 테이블과 허프만 테이블을 설계하는 방법을 제안한다. 실험 결과 JPEG 표준의 양자화 테이블과 수정된 허프만 테이블에 비해 성능이 향상되는 것을 볼 수 있다. 본 논문에서 제안한 방법은 JPEG 표준을 만족하므로, PACS (Picture Archiving and Communications System)에 적용될 수 있다.

• 한국컴퓨터정보학회논문지
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• 제24권12호
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• pp.151-155
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• 2019

본 연구는 물리 치료사의 심폐 소생술(CPR)의 지식 및 가슴압박 수행 능력을 조사하는 것이다. 심폐 소생술 교육받은 그룹과 교육받지 않은 물리치료사 그룹 간의 심폐소생술 지식과 가슴압박 수행 능력을 비교하였다. 이 연구에서 물리치료사들의 심폐소생술에 대한 정확한 이론적인 지식과 가슴압박 수행력간의 불일치가 있음을 확인 할 수 있었다. 물리치료사들의 응급상황에 대한 조기대응 능력 향상을 위해 심폐소생술 지식수준 향상과 가슴압박 수행능력 향상을 위한 체계적이고 반복적인 교육 및 훈련이 정기적으로 이루어져야 한다.

• Structural Engineering and Mechanics
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• 제84권3호
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• pp.345-360
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• 2022

In this paper, the impact on seismic performance of an economical effective technique for retrofitting reinforced concrete (RC) columns using high-strength steel strips under high axial compression ratios was presented. The experimental program included a series of cyclic loading tests on one nonretrofitted control specimen and three retrofitted specimens. The effects of the axial compression ratio and spacing of the steel strips on the cyclic behavior of the specimens were studied. Based on the test results, the failure modes, hysteretic characteristics, strength and stiffness degradation, displacement ductility, and energy dissipation capacity of the specimens were analyzed in-depth. The analysis showed that the transverse confinement provided by the high-strength steel strips could effectively delay and restrain diagonal crack development and improve the failure mode, which was flexural-shear failure controlled by flexural failure with better ductility. The specimens retrofitted using high-strength steel strips showed more satisfactory seismic performance than the control specimen. The seismic performance and deformation capacity of the retrofitted RC columns increased with decreasing axial compression ratio and steel strip spacing. Based on the test results, a hysteretic model for RC columns that considers the transverse confinement of high-strength steel strips was then established. The hysteretic model showed good agreement with the experimental results, which verified the effectiveness of the proposed hysteretic model. Therefore, the aforementioned analysis can be used for the design of retrofitted RC columns.

• 한국산학기술학회논문지
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• 제18권7호
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• pp.9-16
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• 2017

콘크리트 충전 강관 기둥을 개선한 팔각 콘크리트 충전 강관 기둥 (OCFT 기둥)이 개발되었다. 본 연구에서는 시공성 및 경제성 측면에서 장점을 갖는 OCFT 기둥을 역타(Top-Down) 공법에 적용하기 위하여 원심모형실험 장비를 활용하여 압축성능을 검증하였다. 12 g의 원심가속도가 작용하는 상태에서 말뚝으로 시공된 OCFT 기둥의 시공하중에 대한 지지가능 여부와 토사가 굴토되었을 경우 말뚝의 좌굴안전성 등을 관찰하기 위하여 압축강도에 대한 실험을 수행하였다. 천공 후, OCFT 기둥과 H 형강이 말뚝기초로 시공되고 뒷채움으로, 지반에 완전히 묻힌 실험체의 경우와 반만 묻힌 경우에 대하여, 약 13,000 kN의 공칭강도의 45% 시공하중을 재하한 결과 모든 실험체가 탄성상태에서 거동하였다. 하중재하실험 종료 후, 풍화암과 말뚝하부를 관찰한 결과 풍화암이 손상되지 않았으며, 이로부터 3.5 MPa 조성된 풍화암은 $600{\times}600mm$ OCFT 기둥의 공칭강도의 45%도 안정적으로 지지할 수 있는 것으로 판단된다.

• 한국지반환경공학회 논문집
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• 제7권5호
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• pp.5-11
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• 2006

연약지반 설계시 영향을 미치는 주요 요인으로는 연약지반의 심도 및 지반의 특성값(압축지수, 압밀계수)을 결정하는 것이다. 이것은 연약지반의 설계시 지반의 침하거동을 예측할 수 있는 기초 자료가 된다. 신뢰성이 높은 지반조사 장비로 연약층의 심도를 결정하였더라도, 연약지반의 역학적 특성을 찾기 위한 실내시험 조건이 실제 지반환경을 완벽하게 재현하지 못하기 때문에 정확한 지반 특성값을 결정하는 것은 상당히 어려운 것이 현실이다. 따라서, 본 연구에서는 가장 신뢰성 있는 지반 특성값을 재산정하기 위해 인천국제공항 2단계 여객계류장 부지조성시의 317일간의 현장 계측데이터를 역해석 기법을 이용하여 지반의 특성값을 재산정하였다.

• 한국농공학회지
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• 제39권1호
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• pp.102-111
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• 1997

Experiments both in laboratory and field were performed to compare and analyze the characteristics of alluvial clay. The alluvial clay was sampled in test site in which large-scaled tests for the part of the site are under process to suggest the rational method for alluvial clay and the criterion for ground settlement monitoring system. The followings were observed through the experiments : 1. Natural water content, plastic limit, and liquid limit of alluvial clay composed of highly fine grains were 40~80%, 10~20%, and 30~55%, respectively. The values of these properties were relatively small at the ground surface, while the values showed maximum at G.L.- l0m and gradually decreased below the level. 2. Shear strength of alluvial clay was proportionally increased to the depth. Unconfined and triaxial compressive strengths were 0.2~0.6kgf/$cm^2$ and 0.1~0.3kgf/$cm^2$, respectively. 3. Compression index and secondary compression index showed maximum values at G.L.-l0m and gradually decreased below the level. The value of consolidation coefficient was relatively large at the ground surface, constant with decreasing the depth, and incresed when G.L. was below -20m. 4. Piezocone test appeared that alluvial clay with N value of 2~4 was uniformly distributed with 20~ 30m thickness from the ground surface, sand seam was nonuniformly distributed, and penetration pore pressure was 0.8 ~ 1 times of the hydrostatic pressure. Undrained shear strength and consolidation coefficient were 0.04 ~ 0.76kgf / $cm^2$ and $2.88{\times} 10{^-4}~1.3{\times} 10{^-2} cm^2/s$ respectively.

• 한국농공학회지
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• 제26권1호
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• pp.29-37
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• 1984

This study was made to find several significant relations among various physical and mechanical properties including cone penetration resistance. The alluvial clay samples were taken at the Daebul Reclaimed Tideland in Samhomyeon, Yeongamgun, Jeonranamdo. The results of the study are summarized as follows; 1.Most samples belong to medium or high plastic, inorganic, silty clay(clay contents;32-64%, silt contents; 36-68%, sand contents; 0-3%). The specific gravities range from 2.70 to 2.73, the unit weights from 1.45 to 1. 75g/cm$^3$, the natural moisture contents from 45 to 77%, the liquid limits from 32 to 56%. It is certain that the foundation is weak because the natural moisture contents are much higher than the liquid limits. 2.It is known from the shear tests that the unconfined compression strenghs vary from 0.09 to 0. 38kg/cm2, the cohesions from 0.05 to 0. 21kg/cm2, the internal friction angles from 0 to 3˚. 3.The consolidation tests show that the initial void ratios range from 1.25 to 2.28, the compression indeices from 0.43 to 0.84, the preconsolidation loads from 0.21 to 0.74kg/cm$^2$. 4.Cone penetration resistances are usually less than 5kg/cm$^2$ from ground surface to the depth of about 8m, and from S to l0kg/cm$^2$ in the layer below about 8m to hard layer. 5.The cohesion and cone penetration resistance are in proportion to the depth of soil layer. 6.The correlations between various physical and mechanical properties including cone penetration resistance for the alluvial clay samples are as follows; a) Wn=0.944C+ l2.733 (r=0.829) b) LL=0. 728Cy+6. 991 (r=0. 873) c) PI=0.659Cy-8.168 (r=0.860) d) rt=0. 0077(272-Wn) =2.092-0. 0077Wn (r=0. 859) e) 60=0. 035wn-0 447 (r=0. 893) f) C=0.380qw+0.031 (r=0.816) g) qu=0.0707qc+0.029 (r=0.810) h) C=0.018Z+0.055 (r=O.802) I) qc=0. 415Z+1, 438 (r=0. 943)

• Structural Engineering and Mechanics
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• 제22권2호
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• pp.169-184
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• 2006

A close form solution of the maximum deflection for cracked columns with rectangular cross-sections was developed and thus the elastic buckling behavior and ultimate bearing capacity were studied analytically. First, taking into account the effect of the crack in the potential energy of elastic systems, a trigonometric series solution for the elastic deflection equation of an arbitrary crack position was derived by use of the Rayleigh-Ritz energy method and an analytical expression of the maximum deflection was obtained. By comparison with the rotational spring model (Okamura et al. 1969) and the equivalent stiffness method (Sinha et al. 2002), the advantages of the present solution are that there are few assumed conditions and the effect of axial compression on crack closure was considered. Second, based on the above solutions, the equilibrium paths of the elastic buckling were analytically described for cracked columns subjected to both axial and eccentric compressive load. Finally, as examples, the influence of crack depth, load eccentricity and column slenderness on the elastic buckling behavior was investigated in the case of a rectangular column with a single-edge crack. The relationship of the load capacity of the column with respect to crack depth and eccentricity or slenderness was also illustrated. The analytical and numerical results from the examples show that there are three kinds of collapse mechanisms for the various states of cracking, eccentricity and slenderness. These are the bifurcation for axial compression, the limit point instability for the condition of the deeper crack and lighter eccentricity and the fracture for higher eccentricity. As a result, the conception of critical transition eccentricity $(e/h)_c$, from limit-point buckling to fracture failure, was proposed and the critical values of $(e/h)_c$ were numerically determined for various eccentricities, crack depths and slenderness.

• 방송공학회논문지
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• 제23권6호
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• pp.886-895
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• 2018

본 논문에서는 동영상의 압축 과정에서 발생하는 규칙성을 이용하여 동영상의 조작 여부를 검출하는 기법에 대해 소개한다. 제안방식은 동영상의 이중 압축과 일부 영상의 조작에 의해 잃어버린 계층적 규칙성을 이용한다. 이러한 불규칙성을 추출하기 위해 HEVC의 기본 단위인 CU와 TU의 분할정보를 이용한다. 성능 향상을 위해 지역적인 정보를 활용하여 CU와 TU의 분할 지도를 제작한 뒤, GoP 단위로 묶어 입력 데이터를 제작한다. 효과적인 분류를 위하여 3차원 합성곱 신경망을 이용하여 동영상의 이중 압축 및 조작 여부를 판단한다. 실험 결과, 기존의 기계학습 알고리즘을 이용한 연구 결과에 비해 더욱 효과적으로 동영상의 조작 여부를 판단함을 확인하였다.

• Structural Engineering and Mechanics
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• 제69권5호
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• pp.537-545
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• 2019

Stress analysis of bottom-hole rock has to be considered with much care to further understand rock fragmentation mechanism and high penetration rate. This original study establishes a fully coupled simulation model and explores the effects of overburden pressure, horizontal in-situ stresses, drilling mud pressure, pore pressure and temperature on the stress distribution in bottom-hole rock. The research finds that in air drilling, as the well depth increases, the more easily the bottom-hole rock is to be broken. Moreover, the mud pressure has a great effect on the bottom-hole rock. The bigger the mud pressure is, the more difficult to break the bottom-hole rock is. Furthermore, the maximum principal stress of the bottom-hole increases as the mud pressure, well depth and temperature difference increase. The bottom-hole rock can be divided into three main regions according to the stress state, namely a) three directions tensile area, b) two directions compression areas and c) three directions compression area, which are classified as a) easy, b) normal and c) hard, respectively, for the corresponding fragmentation degree of difficulty. The main contribution of this paper is that it presents for the first time a thorough study of the effect of related factors, including stress distribution and temperature, on the bottom-hole rock fracture rather than the well wall, using a thermo-poroelastoplasticity model.