• 한국도로학회논문집
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• 제14권6호
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• pp.25-35
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• 2012

PURPOSES : Hollows are easily made, and bearing capacity can be lowered near underground structures because sublayers of pavement settle for a long time due to difficult compaction at the position. If loadings are applied in this condition, distresses may occur in pavement and, as the result, its lifespan can decrease due to the stress larger than that expected in design phase. Although reinforced slab is installed on side of box culvert to minimize the distresses, length of the reinforced slab is fixed as 6m in Korea without any theoretical consideration. The purpose of this paper is investigating the behavior of concrete pavement according to the cover depth of the box culvert ad the length of the reinforced slab. METHODS : The distresses of concrete pavement slabs were investigated and cover depth was surveyed at position where the box culverts were located in expressways. The concrete pavements including the box culverts were modeled by finite element method and their behaviors according to the soil cover depth were analyzed. Wheel loading was applied after considering self weight of the pavement and temperature gradient of the concrete pavement slab at Yeojoo, Gyeonggi where a test road was located. After installing pavement joint at various positions, behavior of the pavement was analyzed by changing the soil cover depth and length of the reinforced slab. RESULTS : As the result, the tensile stress developed in the pavement slab according to the joint position, cover depth, and reinforced slab length was figured out. CONCLUSIONS : More reasonable and economic design of the concrete pavement including the box culvert is expected by the research results.

• 한국구조물진단유지관리공학회 논문집
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• 제12권2호
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• pp.49-58
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• 2008

대도시 및 지하구조물에서 주로 발생하는 탄산화는 사용기간의 증가에 따라 철근부식이 발생하며, 이러한 철근부식은 구조물의 성능저하로 진전된다. 하나의 RC 구조물이라 하더라도, 콘크리트 시공에 의해 건전부뿐 아니라 시공이음부 또는 균열부와 같은 취약부가 발생하기가 쉽지만, 진단시에는 일반적으로 건전부만을 대상으로 탄산화 거동을 분석하고 있다. 본 연구에서는 대도시에서 사용중인 고가교의 RC 교각을 대상으로 하여 건전부, 균열부, 시공이음부 콘크리트의 탄산화 실태조사를 수행하였다. 조사된 탄산화 깊이와 측정된 피복두께를 확률변수로 하여, 사용기간에 따라 증가하는 내구적 파괴확률을 도출하였다. 한편 국내 시방서에서 제시하는 목표파괴확률을 기준으로 대상구조물의 내구수명을 평가하였다. 동일한 기둥부재라 하더라도 건전부, 균열부, 시공이음부 콘크리트에 따라 도출된 내구수명은 각각 다르게 평가되었으며, 피복두께가 작고 균열폭이 큰 경우에서는 매우 빠르게 감소함을 알 수 있었다. 피복두께의 변동계수에 따라서도 내구적 파괴확률의 변화가 크므로 적절한 시공과 품질확보가 중요함을 알 수 있다.

• Steel and Composite Structures
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• 제18권5호
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• pp.1177-1195
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• 2015

Six specimens are tested to investigate the cyclic behavior of beam-to-column abnormal joints in steel moment-resisting frames, which are designed according to the principle of strong-member and weak-panel zone. Key parameters include the axial compression ratio of column and the section depth ratio of beams. Experimental results indicate that four types of failure patterns occurred during the loading process. The $P-{\Delta}$ hysteretic loops are stable and plentiful, but have different changing tendency at the positive and negative direction in the later of loading process due to mechanical behaviors of specimens. The ultimate strength tends to increase with the decrease of the section depth ratio of beams, but it is not apparent relationship to the axial compression ratio of column, which is less than 0.5. The top panel zone has good deformation capacity and the shear rotation can reach to 0.04 rad. The top panel zone and the bottom panel zone don't work as a whole. Based on the experimental results, the equation for shear strength of the abnormal joint panel zone is established by considering the restriction of the bottom panel zone to the top panel zone, which is suitable for the abnormal joint of H-shaped or box column and beams with different depths.

• 치과방사선
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• 제21권1호
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• pp.73-81
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• 1991

저자는 악간절기능장애의 소견을 가진 환자 75명과 악관절기능장애의 병마 및 현증이 없는 정상인 75명을 표준화된 조건하에서 두부축방향방사선촬영을 하여 과두수평각과 initial 및 final depth of cut를 측정하고 통계학적으로 분석한 결과를 다음과 같이 요약할 수 있었다. 환자군과 정상군, 환측과 비환측에 있어 과두수평각과 initial 및 final depth of cut는 통계학적으로 유의한 차가 없었으므로 두부축방향방사선사진은 임상에서 악관절기능장애의 유무 및 환측과 비환측의 감별에 이용하기에 부적합한 방법이라 사료된다. 본 연구의 계측치는 편차가 심하므로 환자마다 과두수평각을 측정하여 이각에 맞추어 악관절단층촬영을 해야 한다고 사료된다.

• 한국도로학회논문집
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• 제15권5호
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• pp.47-55
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• 2013

PURPOSES : The purpose of this study is to investigate the optimal joint positions which can minimize distresses of concrete pavement containing box culvert with horizontally skewed angles. METHODS : The concrete pavement containing the box culvert with different skewed angles and soil cover depths was modeled by 3 dimensional finite element method. The contact boundary condition was used between concrete and soil structures in addition to the nonlinear material property of soil in the finite element model. A dynamic analysis was performed by applying the self weight of pavement, negative temperature gradient of slab, and moving vehicle load simultaneously. RESULTS : In case of zero skewed angle ($0^{\circ}$), the maximum tensile stress of slab was the lowest when the joint was positioned directly over side of box culvert. In case there was a skewed angle, the maximum tensile stress of slab was the lowest when the joint passed the intersection between side of the box culvert and longitudinal centerline of slab. The magnitude of the maximum tensile stress converged to a constant value regardless the joint position from 3m of soil cover depth at all of the horizontally skewed angles. CONCLUSIONS : More reasonable and accurate design of the concrete pavement containing the box culvert can be possible based on the research results.

• 한국기계가공학회지
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• 제7권4호
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• pp.142-148
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• 2008

This study aims to find the optimal cutting conditions, which are obtained by grinding condition, and the grinding characteristics and condition of constant velocity joint were investigated with respect to wheel velocity, depth of cut, feed speed. Grinding machine has been widely used in manufacturing optical reflects of metal. Such as steel are easy to be machined because of their proper material. As a result I obtained the data of grinding conditions makes good surface roughness and the optimal condition of grinding and get the mesh condition. The purpose of this study is to find the optimum grinding wheel characteristics for cutting constant velocity joint.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2013년도 춘계학술대회
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• pp.616-617
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• 2013

본 논문에서는 Kinect 센서를 사용하여 인체의 특정 동작들을 감지하여 휴머노이드 로봇을 제어하는 방법을 소개한다. Kinect 센서의 depth 센서의 출력을 처리하여 인체의 각 joint 부분을 나타내는 인체 모형을 완성하였다. 인체 모형의 각 부분의 거리 및 각도를 계산하여 특정 동작을 검출하였으며 로봇에게 제어 명령을 블루투스 무선통신을 사용하여 전송한다.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1999년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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• pp.49-56
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• 1999

Crustal velocity model is very important to determine the hypocenters of the local earthquakes because the real crust is more complex and heterogeneous than simple homogeneous layerd model. But the exact crust model in and around Kyeongsang basin area is not fixed till now. To solve this problem Joint Hypocenter Determination(JHD) method is applied to the 133 local earthquakes that is recorded at KIGAM local network from Dec. 14 1994. to May 14, 1998. According to the comparision of earthquake locations and depths for the conventional procedure and JHD relocation procedure each locations is very similar but depth distributions are different. An initial depth distribution derived from the conventional methods is irregular and does not show the general trends. JHD relocations reduce scatter and define a dipping plane which is parallel to and apart 15km north from Ulsan fault.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 추계 학술발표회논문집
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• pp.8-12
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• 2003

Crustal velocity model is very important to determine the hypocenters of the local earthquakes, because the real crust is more complex and heterogeneous than simple homogeneous layered model. But the exact crust model in and around Kyeongsang basin area is not fixed till now. To solve this problem, Joint Hypocenter Determination(JHD) method is applied to the 151 local earthquakes, that is recorded at KIGAM local network from Mar. 25, 1999 to Dec. 16, 2001. According to the comparison of earthquake locations and depths for the conventional procedure and JHD relocation procedure, each locations is very similar, but depth distributions are different. An initial depth distribution derived from the conventional methods is irregular and does not show the general trends. JHD relocations reduce scatter and define a dipping plane.

• ETRI Journal
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• 제33권4호
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• pp.569-579
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• 2011

This paper presents a novel approach for human activity recognition (HAR) using the joint angles from a 3D model of a human body. Unlike conventional approaches in which the joint angles are computed from inverse kinematic analysis of the optical marker positions captured with multiple cameras, our approach utilizes the body joint angles estimated directly from time-series activity images acquired with a single stereo camera by co-registering a 3D body model to the stereo information. The estimated joint-angle features are then mapped into codewords to generate discrete symbols for a hidden Markov model (HMM) of each activity. With these symbols, each activity is trained through the HMM, and later, all the trained HMMs are used for activity recognition. The performance of our joint-angle-based HAR has been compared to that of a conventional binary and depth silhouette-based HAR, producing significantly better results in the recognition rate, especially for the activities that are not discernible with the conventional approaches.