• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.4
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• pp.103-112
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• 2019

This study proposes a system to control the bulging phenomenon occurring in the reinforced earth retaining wall and to evaluate the reliability of the system by field experiment. In this study, drainage facilities were not installed in order to induce reinforcement earth retaining wall bulging, and the bulging was induced by rainfall. The induced bulging displacement exceeded the horizontal displacement criterion during the construction of FHWA. The retaining wall block was drilled and grouting was performed by inserting the nail into the drilling hole. The wire mesh is installed on the reinforcing surface and the head of the nail is connected horizontally so that the blocks of the reinforcing earth retaining wall can be supported with each other. In order to protect the reinforcements, the reinforcement surface was closed with shotcrete and a measuring device was installed to detect the progress of the displacement. After the reinforcement, the bulging were not found to progress any more, confirming the reliability of the system.

• Journal of the Korea institute for structural maintenance and inspection
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• v.26 no.5
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• pp.10-19
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• 2022

Irregularity in structural shape is a ubiquitous phenomenon. Structural hazards evoked from irregularity need to be checked against extreme lateral loadings. Structures containing four distinct types of irregularities in terms of continuity and discontinuity in upper half-length and all story levels along with O-shape are investigated. The structures were analyzed numerically and different seismic responses such as displacements, bending moment, axial forces, torsions, story drift, etc. were scrutinized. The seismic and wind load analysis was conducted for ACI 318-11 conditions. Results show that buildings having discontinuous beams on the upper half exhibit better resilience. It is also concluded that O-shaped building structures provide better resistance to overturning, making this shape relatively safe.

• Journal of the Korea institute for structural maintenance and inspection
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• v.12 no.5
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• pp.74-80
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• 2008

This paper evaluates seismic capacities of slab-column joints in flat plate system which has columns with various aspect ratio as experimental parameters. Continuous - bended shear reinforcements were applied for the prevention of punching shear failure in this study. The specimens of FIS1-05, FIS1-10, and FIS1-20 have the aspect ratio of 0.5, 1.0, and 2.0 respectively. Static lateral force was applied to the specimens in a horizontal direction and vertical load was applied by constant gravity load ratio. The test results were evaluated by lateral displacement and strength of slab-column joint. Consequently, the lateral resisting capacity of rectangular type column such as FIS1-05, FIS1-20 is superior to the square type column such as FIS1-10.

• Korean Journal of Applied Biomechanics
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• v.19 no.1
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• pp.87-98
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• 2009

This study was conducted to compare biomechanical differences in throwing movement between skilled and unskilled high school students using three-dimensional analysis system with a force platform. The findings indicated that skilled students showed shorter throwing time, faster horizontal speed of (1) the center of mass at heel contact of left foot, (2) the forearm throughout swing phase, (3) the hand after heel contact while unskilled students showed faster horizontal speed of, (1) the center of mass after heel contact and (2) the hand at heel contact of left foot. Skilled students showed greater (1) shoulder angle during throwing, (2) elbow angle after take off of foot, (3) peak vertical ground reaction force during throwing and (4) peak anterior-posterior ground reaction force at heel contact of right foot. While skilled students showed leaning backward of the trunk during throwing, unskilled students showed leaning forward during release phase with leaning backward before release.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.4
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• pp.400-413
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• 2016

The horizontal shear capacity when the flange of a steel girder is replaced with 80 MPa concrete is important for its structural safety. In this study, 6 specimens with different interface conditions were designed and fabricated based on the Limit State Design Code on Korean Highway Bridges and static tests were performed to measure the horizontal shear capacity. Not only the resistance factors of the stud shear connector, concrete and reinforcement, but also the surface conditions of the casing concrete and spacing of the horizontal shear reinforcements were used as the experimental variables. The experiments showed that the interfaces between the steel girder and the concrete flange have stronger joint performance than those between the concrete flange and deck slab. To ensure the composite action in the plastic zone, the conservative horizontal shear reinforcement is more important than the roughness in the concrete face.

• Journal of Korean Society of Steel Construction
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• v.12 no.4 s.47
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• pp.397-406
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• 2000

This study presents an effective optimal technique to control quantitatively lateral drift for tall steel braced frames subject to horizontal loads. In this paper, the displacement sensitivity depending on behavior characteristics of steel braced frames is established, and also the approximation concept that has the generality of the mathematical programming and can efficiently solve large scale problems is introduced. Especially, the commercially available standard steel sections are used for the discrete selection of member sizes. Three types of 12-story braced frames and a 30-story braced framework are presented to illustrate the features of the quantitative lateral drift control technique proposed in this study.

• Proceedings of the Korean Vacuum Society Conference
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• 2012.02a
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• pp.151-151
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• 2012

빗각 증착법(oblique angle deposition; OAD)을 이용하여 코팅된 알루미늄과 질화 티타늄 박막의 특성을 분석하였다. OAD는 기판과 증발원이 수평하게 위치하는 일반적인 코팅방법과 다르게 기판이 증발원과 수평하게 놓이지 않고 일정한 각으로 기울여 코팅하는 방법을 의미한다. 코팅 시 기판이 증발원과 수평하지 않으면 입사되는 증기가 일정한 각도를 유지하기 때문에 코팅되는 박막의 구조가 달라지고 이로 인해서 물리적 특성도 변하게 된다. 본 연구에서는 음극아크와 스퍼터링을 이용하여 각각 질화 티타늄과 알루미늄을 빗각으로 코팅하여 박막의 미세구조와 물성 변화를 관찰하였다. 스퍼터링을 이용하여 빗각 코팅된 알루미늄의 경우, 박막의 구조가 치밀해지고 표면 조도가 낮아지는 현상이 관찰되었다. 알루미늄 박막의 치밀도와 표면조도 향상은 가시광선 영역의 반사율을 높이는 효과가 있었다. 강판에 알루미늄을 코팅하여 염수분무를 실시한 결과, 치밀한 조직으로 인해서 내식성이 향상되는 결과를 보였다. 음극 아크를 이용하여 빗각 코팅된 질화 티타늄 박막에서 기판과 수직하지 않고 일정한 각도로 기울어진 주상 조직이 관찰되었다. 기판에 수직하게 성장된 질화 티타늄 박막과 비교하여 기울어진 주상 구조의 박막은 경도가 높아지는 특성 변화가 관찰되었다. 빗각 증착법을 이용하여 박막의 조직, 물성 등을 제어할 수 있었다. 박막에 다양한 기능을 부여하는 코팅방법으로 빗각 증착법이 활용될 수 있을 것으로 판단된다.

• Journal of the Korean GEO-environmental Society
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• v.14 no.4
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• pp.53-58
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• 2013

The design for horizontal drain layer on soft ground starts from the decision that the material could be used or not, by verifying material condition in permeability of horizontal drain material according to the weight percent of the dry soil retained on #200 sieve. In the next step of the design, we estimate the thickness of horizontal drain layer to confirm trafficability of heavy machinery in construction work. Successively, the long-term functionality for good drainage of horizontal drain layer is checked and if needed, some means are considered. In this study, the system to recycle mixed coal ash in ash pond successfully as a horizontal drain material on soft ground is presented through the process and the result of its practical construction work. Namely, the pact is confirmed that mixed coal ash in ash pond should be sorted out by sieve screen to a certain extent and the remainders of this mixed coal ash on sieve openings be recycled, because the amount of finer particles than $75{\mu}m$ contained in mixed coal ash in ash pond is quite massive and irregular depending on the coal power plant or the location in same ash pond. In order to sort at large scale in situ, the dimension of a sieve squre hole and the sort-out method, etc. should be decided before the sort-out process. And, it is described that we need to manufacture classifier to sort out mixed coal ash in ash pond, too.

• Journal of the Korea Concrete Institute
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• v.13 no.4
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• pp.354-361
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• 2001

In this paper, three kinds of poly(acrylate-co-methylacrylate) with different number average molecular weight(Mn) were synthesized and studied for the effects on the mechanical properties and the fluidities of the cement mortar admixtured with them. The physical properties of the cement mortar are more favorably enhanced by the poly(acrylate-co-methylacrylate) of Mn,, 5,000 than that of Mn, 2,000∼3,000. And the optimum dosage was decided to ca. 0.6 % of cement weight in cement mortar. However, the dispersion abilities of the polymers in cement mortar was not kept long time. This last result could not be explained by the theory that the fluidity of the cement mortar added with the slow releasing polycarboxylates is kept by the releasing of the carboxylic group of the copolymer in alkaline solution of cement paste.

• Proceedings of the Korea Information Processing Society Conference
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• 2003.11a
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• pp.579-582
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• 2003

본 논문에서는 동영상에서 에지 정보와 히스토그램 분석을 이용하여 실시간으로 움직이는 물체를 검출하고 추적하는 방법을 제안하였다. 물체 검출에서는 먼저, 입력영상에 대하여 형태에 관한 정보를 그대로 유지하면서 자료의 양을 줄일 수 있는 에지(Edge)를 추출한다. 추출된 에지 영상에 차연산과 이진화를 수행하여 물체를 검출하고, 검출된 물체 영역은 이진 변환밀도에 대한 수평 누적값의 합을 수평 수직 최대 누적값을 더한 값으로 나눈 임계값으로 구한다. 물체 추적에서는 현재 프레임에서 검출된 물체와 이전 프레임에서 검출된 물체와의 유사성을 비교하여 추적한다. 실험결과 물체 검출속도를 개선시켰고, 실시간으로 물체를 추적할 수 있었으며, 국부적인 움직임까지도 추적할 수 있었다.