• 한국연안방재학회지
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• 제4권3호
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• pp.111-118
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• 2017

In this study, pull box members were designed by finite element analysis of a steel plate covering a pull box to secure its safety on the landing pier dedicated to the large research survey ship. It was assumed that the maximum load is due to the 250 tonf class crane used for unloading work when the working environment in the upper part of the landing pier was considered. The safety of the pull box was evaluated by the comparison between the yield strength of the steel plate and the result of stress analysis on the steel plate due to the crane load. It was found that the stress at the plate from the crane load exceeded the yield strength of the steel(205MPa) when the upper part of the pull box was protected by a $1950{\times}1950mm$ steel plate cover. In order to compensate for this, a concrete filled steel tube(CFT) column with a diameter of 150 mm and a steel thickness of 10 mm was reinforced at the center of the plate, and the finite element analysis was carried out. However, the maximum stress at the steel plate was higher than the yield strength of the steel in some load cases so that it was tried to find appropriate thickness of the steel plate and diameter of the CFT columns. Finally, the analysis results showed that the safety of the pull box was secured when the thickness of the steel plate and the diameter of the CFT column were increased to 30mm and 180mm, respectively.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 사면안정학술발표회
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• pp.145-154
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• 2003

When a nail pulled out in dense, granular soil, the soil in the vicinity of the nail tends to dilate, but its dilatancy results in a normal stress concentration at the soil/nail interface, thereby increasing the pull-out resistance of the inclusion. It is thought to be occurring within the resistance zone where the soil mass is at stationary state and the reinforcement are held in position by the soil, due to the friction or bond. In this paper, A series of direct shear and interface tests were conducted by using so called‘Constant Normal Stiffness Test Apparatus’which was modified and improved from the conventional direct shear box test rig. Unlikely the normal shear box test, this enables to simulate the different constraint effects of surrounding soil during shear under the conditions of constant stress and volume, constant normal stiffness. The aim of the research programme is to get better understanding of pull-out bond mechanism, thus to explore the possibility of evaluating the pull-out bond capacity of soil/reinforcement at the preliminary design stage from the laboratory test.

• 한국지반공학회지:지반
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• 제12권4호
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• pp.87-100
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• 1996

그리드(grid) 형태의 토목섬유와 흙 사이의 마찰특성은 표면마찰 뿐만아니라 그리드에 의한 수동저항을 동시에 측정할 수 있는 인발시험(pull-out test)에 의해 평가되고 있다. 본 연구에서는 보강토 구조물에서 가장 많이 사용되고 있는 지오그리드(geogrid)와 국내에 널리 분포되어 있는 화강 풍화토를 대상으로 실내 인발시험을 수행하였으며, 인발시험의 주요 영향 인자들인 인발속도, 토조 전면벽의 위치, 지오그리드 시료의 폭 및 지오그리드 수동 저항부재의 유.무 등이 흙/지오그리드 마찰특성에 미치는 영향을 평가하였다.

• 한국운동역학회지
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• 제21권2호
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• pp.153-159
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• 2011

The purpose of this study was to develop an innovative training model and method to improve the posture and motion, while pulling up during weight lifting by evaluating the problems of Korean weight lifters performing this motion. To investigate the effectiveness of the new training method substitute members of the Korean national weight lifting team performed both the original pull up technique and new pulling training technique while kinetics and kinematics were recorded. For this study, the first phase of the new training method is more appropriate than the original training with the pull up drop slow deadlift to the knee joint. For the second phase, the new training motion is deemed to be more effective than the current box deadlift motion. Also, this new motion corrects the posture as there is more anterior hip joint motion(about 10 cm) and the knee flexes to about 120 degrees. For the third phase, starting about 10cm above the knee the box snatch high pull up is identified as a more suitable training method. For the forth phase, the box top snatch method is judged to be a more effective training method than the original top snatch training method.

• 한국농공학회논문집
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• 제63권3호
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• pp.27-33
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• 2021

Reclaimed land was mainly used as agricultural land for rice production. As a higher value-added business in the agriculture has recently been activated, green houses are being constructed. In case of green house construction on the reclaimed land, it is generally soft ground with high soil water content, so it is important to design the foundation for greenhouse construction. The object of this study, a pull-out test was conducted to derive the base line data of the wooden pile foundation when constructing a green house. To reproduce the actual site, 30% of soil saturation and 70% of soil saturation were created in the soil box. Groove number and depth were set as design factors of the wooden pile, and a pull-out test was conducted. As a result of the test, pull resistance increased as the number of grooves increased, pull-out resistance according to groove depth was different according to soil saturation. Also, after the experiment, we want to compare the set-up effects over time.

• 한국운동역학회지
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• 제24권1호
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• pp.67-74
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• 2014

This study researched into the left-right inclination of the rear foot at the lower limb joints, knee joint angle, angular velocity of the knee joint, angular acceleration and the max. Based on the analysis of kinematics according to the changes in the height of step box (6, 8, 10 inches) during step aerobics of female college students majoring in physical education. The findings of this study are as follows: Then angle of the knee joint decreased as the height of the step box increased the min. Angle was measured right before the right foot was on the step box, and the angle tended to decrease as the step box get heightened. The left-right inclination of the rearfoot angle according to the height of step box increased as the height increased. In the 'pull-up' stage during which the weight was loaded on the right foot the angle increased, while in the right foot stepping stage during which the right foot was on the ground, the left-right inclination of the rearfoot angle increased as the height of the step box increased. The angular velocity of the knee joint according to the height of step box started increasing when the right foot initially stepped on the step box and during the initial stepping section, the angular velocity decreased as the height of step box increased. The changes in angular acceleration of the knee joint according to the height of step box increased as the height of step box increased.

• 디자인학연구
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• 제17권1호
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• pp.127-134
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• 2004

본 연구를 통해 e-business 웹사이트에서 사용자의 입력에 사용되는 어느 정도 표준화된 인터페이스 디자인들을 실험을 통해 비교하고 최적의 사용법을 알아내었다. 풀다운 메뉴, 텍스트 입력 창, 리스트, 라디오 버튼 등의 입력 디자인(도구)들이 실험에 사용되었으며 이들은 호텔 객실의 예약 웹사이트 시뮬레이션을 통해 비교되었다. 실험 결과 사용자의 입력 선택 사양이 4가지 이상인 경우 전문가에겐 텍스트 입력 창이 입력시간을 줄여주고 일반 사용자에게는 풀다운 메뉴가 사용성 측면에서 효율적임을 알 수 있었다. 단지 두 가지의 선택 사양이 존재할 경우엔 만족도, 유연성, 단순성을 고려했을 땐 리스트가 우수하며 사용 편의성 면에선 라디오 버튼이 최적의 인터페이스로 나타났다. 연구 결과를 사용자의 데이터 입력이 필요한 인터렉티브한 웹사이트의 디자인에 적용할 경우 경제적 효율과 사용성을 증대시킬 것이다.

• 한국지반공학회논문집
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• 제39권12호
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• pp.23-35
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• 2023

농림축산식품부는 강풍에 의한 비닐하우스의 인발파괴에 대응하기 위해 30년 빈도의 풍속에 대비할 수 있는 내재해형 비닐하우스 설계 기준을 고시하였다. 하지만 여전히 많은 비닐하우스가 기존 규격시설인 농가 보급·지도형으로 유지 및 신설되고 있다. 농가 보급·지도형 비닐하우스에는 인발파괴에 저항하기 위한 보강 수단으로 소형말뚝 종류 중 하나인 철항이 사용된다. 철항의 인발저항력은 토양의 환경과 철항의 관입 형태에 따라 변화한다. 이번 연구에서는 양토와 사양토에 설치되는 철항의 인발저항력을 토양경도계를 사용하여 유추할 수 있는 상관관계를 제시하였다. 토양의 환경인 함수비와 다짐도에 따른 철항의 인발저항력을 유추하기 위해 흙의 다짐시험과 모형토조시험, 현장시험을 수행하였다. 흙의 다짐도를 간단하게 확인할 수 있는 토양경도계를 사용하여 다짐도를 측정하였으며, 이를 이용하여 흙의 다짐시험과 모형토조의 다짐도에 대한 상관관계를 분석하였다. 또한, 모형토조에서의 철항의 인발저항력으로 현장에서의 인발저항력을 추정하는 상관관계를 제시하였다. 이번 논문의 결과는 환경 변화에 따른 철항의 관입 형태별 인발저항력의 예측에 활용될 것으로 기대된다.

• Animal cells and systems
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• 제8권1호
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• pp.49-55
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• 2004

In vertebrates, multisubunit cofactors regulate gene expression through interacting with cell-type- and gene-specific DNA-binding proteins in a chromatin-selective manner. ADD1/SREBP1c regulates fatty acid metabolism and insulin-dependent gene expression through binding to SRE and E-box motif with dual DNA binding specificity. Although its transcriptional and post-translational regulation has been extensively studied, its regulation by interacting proteins is not well understood. To identify cellular proteins that associate with nuclear form of ADD1/SEBP1c, we employed the GST pull-down system with Hela cell nuclei extract. In this study, we demonstrated that Ku proteins interact specifically with ADD1/SREP1c protein. GST pull-down combined with peptide sequencing analysis revealed that Ku80 binds to ADD1/SREBP1c in vitro. Additionally, western blot analysis showed that Ku70, a heterodimerizing partner of Ku80, also associates with ADD1/SREBP1c. Furthermore, co-transfection of Ku70/Ku80 with ADD1/SREBP1c enhanced the transcriptional activity of ADD1/SREBP1c. Taken together, these results suggest that the Ku proteins might be involved in the lipogenic and/or adipogenic gene expression through interacting with ADD1/SREBP1c.

• Geomechanics and Engineering
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• 제12권2호
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• pp.295-312
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• 2017

Cast in situ and grouted concrete helical piles with 150-200 mm diameter half cylindrical ribs have become an economical and effective choice in Shanghai, China for uplift piles in deep soft soils. Though this type of pile has been successful used in practice, the reinforcing mechanism and the contribution of the ribs to the total resistance is not clear, and there is no clear guideline for the design of such piles. To study the inclusion of ribs to the contribution of shear resistance, the shear behaviour between silty sand and concrete slabs with parallel ribs at different spacing and angles were tested in a large direct shear box ($600mm{\times}400mm{\times}200mm$). The front panels of the shear box are detachable to observe the soil deformation after the test. The tests were modelled with three-dimensional finite element method in ABAQUS. It was found that, passive zones can be developed ahead of the ribs to form undulated failure surfaces. The shear resistance and failure mode are affected by the ratio of rib spacing to rib diameter. Based on the shape and continuity of the failure zones at the interface, the failure modes at the interface can be classified as "punching", "local" or "general" shear failure respectively. With the inclusion of the ribs, the pull out resistance can increase up to 17%. The optimum rib spacing to rib diameter ratio was found to be around 7 based on the observed experimental results and the numerical modelling.