• 한국전문물리치료학회지
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• 제2권1호
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• pp.44-50
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• 1995

The purpose of this study was to investigate which of 4 positions produced the highest action potential in the rectus femoris muscle of normal adult subjects. Testing was performed in supine with the right leg performing a simple straight leg raise with the knee fully extended. The left leg, however, was placed in 4 different positions: 1. Full support with $0^{\circ}$ flexion. 2. Flexed on the plinth with $60^{\circ}$ knee flexion and foot flat. 3. Same as N0.2 but with $90^{\circ}$ knee flexion. 4. Left leg hanging over the end of the plinth with $90^{\circ}$ knee flexion, $0^{\circ}$ hip flexion and no foot support. This study was designed to compare the level of electromyographic activity of the rectus femoris under 4 positions. Fourty-three healthy young adults performed three trials of each exercise condition in random order in the supine position. Electromyographic activity was recorded from surface electrodes. Rectus femoris action potentials in all 4 positions were significantly different. The highest action potential at the end of movement of the right leg occurred with the left leg hanging over the end of the plinth with $90^{\circ}$ knee flexion. It is therefore recommended the straight leg raising be performed with the contralateral leg flexed at $90^{\circ}$ over the end of the supporting surface to obtain a maximum rectus femoris isometric contraction.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2007년도 공동학술대회 논문집
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• pp.353-360
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• 2007

KIGAM has installed a FLARE+ continuous geomagnetic observation system in 1998 in Daejeon of which the IAGA identification code is DZN. The coordinates of the absolute measurement plinth precisely determined by the PDGPS(Post-Processing Differential Global Positioning System) is (127-21-37.19E, 36-22-43.96N, 45.93 m) in WGS84 for the horizontal and from the geoid surface for the vertical. Periodically we have conducted the absolute geomagnetic measurement on the plinth above. We have processed the continuous time-variation 3-axis geomagnetic data measured on arbitrary sensors' coordinates in the observatory and absolute geomagnetic data together to get as the results the time-variation H(orizontal), D(eclination), Z(vertical down), F(scalar calculated from 3 components) and P(Proton Precession Magnetometer Data). We have compared our own data with those calculated from the 10th generation IGRF(International Geomagnetic Reference Field). All the measured data in the DZN Observatory can be acquired through the website http://geomag.kigam.re.kr.

• Structural Engineering and Mechanics
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• 제82권3호
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• pp.313-323
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• 2022

Steel laminated elastomeric bearings are commonly used in bridge structures to control displacements and rotations and transfer forces from the superstructure to the substructure. Proper knowledge of design, fabrication and erection procedures is important to ensure stability and adequate structural performance during the lifetime of the bridge. Difference in elevations sometimes leads to large size gaps between the bearing and the girder which makes the grout thickness that is commonly used for leveling deviate beyond standards. This paper investigates the structural response of High Strength Fiber Reinforced Cementitious (HSFRC) thin plinths that are used to close gaps between bearing pads and precast girders. An experimental program was developed for this purpose where HSFRC plinths of different size were cast and tested under vertical loads that simulate bridge loading in service. The structural performance of the plinths was closely monitored during testing, mainly crack propagation, vertical reaction and displacement. Analytically, the HSFRC plinth was analyzed using the beam on elastic foundation theory as the supporting elastomeric bearing pads are highly compressible. Closed form solutions were derived for induced displacement and forces and comparisons were made between analytical and experimental results. Finally, recommendations were made to facilitate the practical use of HSFRC plinths in bridge construction based on its enhanced load carrying capacity in shear and flexure.

• 지질공학
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• 제15권1호
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• pp.77-86
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• 2005

CFRD(Concrete fared Rockfill Dam)는 기존의 중심코어형 락필댐과 대별되는 우수한 구조적, 재료적 특성으로 현재 가장 널리 활용되는 댐 형식이다. 본 고에서는 그동안 이루어져온 기술의 축적을 바탕으로 CFRD의 설계와 시공에 있어 최근에 부각된 최신 기술들을 정리하여 향후 활용에 도움을 줄 수 있도록 하였다. 특별히 본 고에서는 최근 경험을 바탕으로 실무에서 적용되고 있는 연약한 암을 이용한 댐체 축조 사례, 대단히 큰 입경의 락필 재 대신 도입된 sand-gravel fill 댐에 대한 경험, plinth와face slab를 연결하기 위해 새롭게 채택된 연결 슬래브공법, 기존 댐의 증고사례, 역침투 현상, 댐 하류의 환경친화죤, 차수벽 슬래브의 두께와 철근비의 변화 추이, 충적층 기초의 처리, 최근 적용되기 시작한 curb element 공법등에 대한 간략한 기술적 동향을 고찰하여 관련 기술자들의 이해를 돕고자 하였다.

• Physical Therapy Rehabilitation Science
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• 제2권1호
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• pp.44-48
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• 2013

Objective: The purpose of this study was to investigate changes of abdominal muscles thickness according to the angle during the active straight leg raise (ASLR) in young healthy subjects. Design: Cross sectional study. Methods: Twenty-three healthy university students (13 men and 10 women) voluntary participated to the study in S University. The ASLR was performed with the subject lying supine with lower extremities straight on a standard plinth, hands resting on the chest, and elbows on the plinth. When one subject performed ASLR from each angles ($30^{\circ}$, $45^{\circ}$, $60^{\circ}$, $90^{\circ}$), compared changes in the thickness of rectus abdominis muscle. Changes in muscle thickness during ASLR test were assessed with ultrasonography. All subjects were to provide enough time of rest after performed ASLR. Rectus abdominis thickness were measured using rehabilitative ultrasound image. Results: Good quality rectus abdominal muscle activation data were recorded during ASLR. The length changes of linea alba showed significantly shorter in between $0^{\circ}$ and $30^{\circ}$ (p<0.05). The thickness of rectus abdominis muscle were significantly different between $0^{\circ}$ and $30^{\circ}$, $0^{\circ}$ and $45^{\circ}$, $0^{\circ}$ and $60^{\circ}$, $0^{\circ}$ and $90^{\circ}$. According to increase of pelvic angle, the thickness of rectus abdominis muscle were more thickening (p<0.05). Conclusions: This result is changes of abdominal muscles thickness according to the angle during the ASLR.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 추계학술대회 논문집
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• pp.394-399
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• 2005

Embedded rail track can be described as a track structure that is completely covered within pavement. Rail supported continually on a concrete slab or concrete plinth. There are many kinds of types such as non-resilient track and resilient track, super resilient embedded track (floating slab). Embedded rail track is generally the standard for light rail transit routes because this track has many advantages such as reducing noise, maintenance cost and weight of track. In this paper, decision of track profile is restricted by the optimum levels of the flangeway and the gap between the rail head and the pavement surface of depressing tread zone. By result of this study, embedded rail track can reduce corrosion of rail, internal stress and rail deflection.

• Structural Engineering and Mechanics
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• 제41권1호
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• pp.1-24
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• 2012

A reinforced concrete (RC) framed structure detailed according to non-seismic detailing provisions as per Indian Standard was tested on shake table under dynamic loads. The structure had 3 main storeys and an additional storey to simulate the footing to plinth level. In plan the structure was symmetric with 2 bays in each direction. In order to optimize the information obtained from the tests, tests were planned in three different stages. In the first stage, tests were done with masonry infill panels in one direction to obtain information on the stiffness increase due to addition of infill panels. In second stage, the infills were removed and tests were conducted on the structure without and with tuned liquid dampers (TLD) on the roof of the structure to investigate the effect of TLD on seismic response of the structure. In the third stage, tests were conducted on bare frame structure under biaxial time histories with gradually increasing peak ground acceleration (PGA) till failure. The simulated earthquakes represented low, moderate and severe seismic ground motions. The effects of masonry infill panels on dynamic characteristics of the structure, effectiveness of TLD in reducing the seismic response of structure and the failure patterns of non-seismically detailed structures, are clearly brought out. Details of design and similitude are also discussed.

• 국제물리치료학회지
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• 제6권1호
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• pp.824-827
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• 2015

The purpose of this study was to investigate the effects of joint position on the distraction distance in patients with adhesive capsulitis of glenohumeral joint. The study was conducted upon 20 adults in their 40's with the findings of adhesive capsulitis of glenohumeral joint. These subjects were subdivided into 3 groups, which were a group with neutral position(n=7), second group with resting position(n=7) and third group with end-range position(n=6). After having the subject wearing sleeveless shirts exposing armpit and lying straight on the plinth, a physical therapist with OMT qualification pulled glenohumeral joint at the Grade III of Kaltenborn-Evjenth traction; and the distance between glenoid fossa and humeral head was measured with ultrasound. Following the application of traction, the group with resting position($.67{\pm}0.29$) exhibited the longest distance between humeral head and glenoid fossa, and it was followed by neutral position($.50{\pm}0.25$) and end-range position($.35{\pm}.21$) in this order. From the comparison of these groups, there was no significant difference in distraction distance between resting position and neutral position; and there was again no significant difference in distraction distance between end-range position and neutral position. However, there was a significant difference in distraction distance between end-range position and resting position(p<.05). Upon application of the Grade III of Kaltenborn-Evjenth traction, it was evident that the distance between humeral head and glenoid fossa can be varied depending on the location of the joint.

• 자원환경지질
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• 제40권2호
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• pp.209-221
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• 2007

본 연구에서는 중금속으로 오염된 토양이나 자갈을 댐 축조 재료로 사용할 경우 주변 환경에 미치는 영향을 파악하기 위하여 댐 침투수와 오염물 거동에 대한 수치 모의를 실시하였다 두 가지 상용 프로그램(SEEP2D 와 FEMWATER)을 이용하여 침투수 분석을 수행하였으며, 결과를 상호 비교 분석함으로써 수치 모의의 신뢰성을 획득하였다. 특히 오염된 댐 축조재료로 인한 환경적 안정성을 검토하기 위하여 세 가지 시나리오, 즉 댐체에 균열이 없는 경우(시나리오 1), 댐의 차수벽 역할을 하는 표면 콘크리트 슬래브 상부에 균열이 발생하는 경우(시나리오 2), 댐체 하부 즉 프린스와 콘크리트 슬래브와 접촉부에 균열이 발생하는 경우(시나리오 3)에 대하여 각각 수치 모의를 실시하였다. 침투수 해석 결과, 슬래브 상부에 균열이 있는 경우, 즉 시나리오 2에서 계산된 단위폭당 침투수량은 $14.311\sim14.924m^3/day$으로 다른 경우에 비해 약 1,000배 큰 값을 보였다. 또한 FEMWATER프로그램을 사용하여 오염물 거동을 수치모의하였다. 오염물질이 지속적으로 침출되어 나오는 상황을 고려하여 주축조구역은 농도 13ppb가 지속적으로 유지되도록 초기조건을 설정하였다. 오염물 거동분석 결과 시나리오 1에서 2ppb 정도의 오염물이 댐체 하류 부분에 도달하는데 걸리는 시간은 최소 55,000년이었으며, 시나리오 2의 경우 약 50년 정도, 마지막으로 시나리오 3의 경우 27,000년이였다. 댐체 상부에 균열이 발생한 경우는 댐에 균열이 발생하지 않은 경우보다 약 500배 이상 빠른 유속이 나타나기 때문에 오염물도 균열이 발생하지 않은 경우에 비해 상당히 빠르게 퍼져나가는 것을 확인할 수 있었다. 결론적으로 슬래브 상부에 균열이 발생한 경우 100년 이내에 댐체 하부천 2ppb 이상의 오염물이 전달될 가능성이 있음을 확인하였지만, 균열이 없거나 슬래브 하부에 균열이 발생한 경우에는 오염물이 외부로 이동될 가능성이 거의 없었다. 따라서 콘크리트 슬래브에 대한 지속적인 유지 관리로 균열 발생을 적절히 제어할 수 있다면, 본 연구에서 제안한 오염된 사력재의 CFRD 내부 축조재료로의 활용은 고려 가능한 대안이 될 수 있을 것으로 판단된다.