• 한국구조물진단유지관리공학회 논문집
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• 제25권6호
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• pp.262-269
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• 2021

본 논문은 SD700 확대머리철근의 겹침이음을 이용한 단차가 있는 보의 접합상세를 개발하기 위하여 실시한 구조성능평가 실험결과를 나타낸다. 실험변수는 주철근의 겹침이음길이, 철근 항복강도, 단부정착상세 등이다. 모든 실험체에 대하여 춤이 작은 보(B2)의 하부 주철근은 확대머리철근을 적용하였으며, 춤이 큰 보(B1)의 하부 주철근은 일자형 확대머리철근, 90° 갈고리형 확대머리철근 등 두 가지 상세로 이음방법을 적용하였다. 실험결과, SD500과 SD600을 적용한 실험체들은 겹침이음부에서 모두 휨파괴되었으며, 이로 인하여 최대내력은 유사하게 나타났다. SD500을 적용한 실험체들에 대하여, B1의 주철근을 90°갈고리형 확대머리철근으로 적용한 상세가 확대머리철근에 비하여 겹침이음부의 수평균열을 억제하였다. SD700의 확대머리철근을 사용한 실험체는 취성적인 정착파괴가 나타났으며, 겹침이음길이의 증가에 따라 최대내력이 증가하였다. SD700의 확대머리철근을 사용한 실험체들은 실험체정착길이/이론정착길이에 대한 실험내력/이론내력이 ACI 318-19 식은 1.30~1.48로 나타났으며, KDS-2021 식은 1.14~1.30로 평가되었다. 이를 볼 때, ACI 318-19 산정식이 보다 보수적으로 정착길이를 평가함으로써 더 큰 안전율을 가지고 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.513-518
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• 1997

In this study, nine reinforced concrete infilled frames involved bare frames were tested during vertical and cyclic loads simultaneously. This test programs were carried to investigate the horizontal strength and the crack propagation in variance with hoop reinforcement ratio. All specimens were modeling in one-third scale size. In this experimental program structural performance of reinforced concrete shear wall were focus at connection types. Based on the test results, the following conclusions are made. In the boundary column member of reinforced concrete shear wall, increasing the ratio of hoop bar in two or three times, in the fully babel type, the shear and horizontal strength of specimens were increased 1.1-1.2 times than that of fully rigid frame. And infilled shear wall specimen were increased 1.17-1.27 times than that. Fully rigid babel type shear wall specimens were increased 5.7~8.0 times, and infilled shear wall specimens were increased about 4.0~5.6 times than that of infilled shear wall specimens.

• 한국운동역학회지
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• 제14권2호
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• pp.15-26
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• 2004

The purpose of this study was to investigate the kinematic variables of peters motion in parallel bars. The subjects were 3 male national gymnasts. For this study, kinematic data were collected using video camera. Coordinate data were low-pass filtered using a fourth-order Butterworth with cutoff frequency of 6Hz. Each valuables analyzed was used to compare kinematic features between the subjects. The conclusions were as follows; 1. For a stable regrasp motion, the subjects appeared to increase horizontal and vertical displacement during the DS phase because it induce a vertical elastic of body and reaction of bar for the US phase. 2. For a stable hand standing motion of the regrasp, the subjects appeared to maintain the fast vertical and horizontal velocity during the DS phase, but in contrary during the US and Air phase the vertical and horizontal velocity appeared to do decrease. 3. When the arm lean angle and the trunk lean angle maintain a big angle during the DS phase, the subjects appeared to do a stable performance to release in a high position.

• 한국항해학회지
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• 제12권2호
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• pp.23-32
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• 1988

This paper offers a method of magnetic compass adjustment for the vessel alongside the wharf using newly designed magnetic north former, which makes the same magnetic field-change as the turning vessel does. The characteristics of the magnetic north former was examined by observing the deviation curves of the magnetic compass installed on the compass deviascop at laboratory. The magnetic north former consists of A and B arms which hold the permanent bar magnets at the both ends of each arm. The arm is to rotae in the horizontal plane about the vertical axis fixed at the center boss of the magnetic compass and it is to compensate the horizontal plane about the vertical axis fixed at the center boss of the magnetic compass and it is to compensate the horizontal component of the earth's field. The B arm makes the artificial magnetic north around the magnetic compass for every ship's heading. The results of investigation are summarized as follows ; 1. The observation and correction of magnetic compass deviation can be done without swinging the ship, of the effect of D coefficient is negligible. 2. The residual deviation curve of the magnetic compass depends on the accuracy of deduced value of ship's multplier($\lambda$). 3. The errors due to the inaccuracy of deduced value of ship's multiplier change in the same way as the B and C coefficient do.

• 대한치과보철학회지
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• 제25권1호
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• pp.253-267
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• 1987

The purpose of this study was to improve limitations and disadvantages of the mechanical pantograph and the Visi-Trainer, and to design the reliable and reproducible device mandibular movement tracking device (MMTD) that is more simple, convenient and save the chair time than the mechanical pantograph and Visi-Trainer. MMTD was consist of head frame, horizontal bar, condylar path tracking stylus holders, anterior path tracking stylus holder, two condylar path plastic recording plates, one anterior path plastic recording plate, toggles and open occlusal clutch. To prove the reliability and reproducibility of MMTD, a five adults were selected and mandibular condylar movement was recorded one time by the mechanical pantographic tracing and MMTD. The border movement recording of the mandibular incisor (frontal, sagittal and horizontal) was also recorded by Visi-Trainer and the MMTD. The obtained results were as follows; 1. The condylar movement path (sagittal, horizontal) of the MMTD was not coincidence with that of mechanical pantograph. 2. Measurements of the angulation which established between working and balancing path records by use of the mechanical pantograph and MMTD, there was no significance. 3. In a view of MMTD's reproducibility, there was revealed almost similar recording pattern. 4. The border movement recording of the mandibular incisor by the MMTD and the Visi-Trainer showed almost same reliability and reproducibility. 5. The subjects were able to his original mandibular movements by use of open occlusal clutch in the MMTD.

• Agribusiness and Information Management
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• 제6권1호
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• pp.37-44
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• 2014

This study was conducted to evaluate light intensity and uniformity of two SMD (surface-mount device) type LEDs for protected crop production. A low-power (0.1 W) and a high-power (1 W) LEDs were selected and the intensity and uniformity was evaluated at different vertical (height) and horizontal (distance) intervals. When the horizontal interval of the LED bar was fixed, the light intensity increased and the uniformity decreased as the height decreased. At the 30~40 cm heights, 20~30% of the area showed $200{\pm}20{\mu}molm^{-2}s^{-1}$. As the horizontal distance of the LED bars increased, while the uniformity increased as well, the light intensity decreased. At the distances of 6~10 cm, 17~23% of the area showed $200{\pm}20{\mu}molm^{-2}s^{-1}$. When the LED bars were added to the sides, the light intensity and uniformity were generally improved. Results showed that the light intensity and uniformity depended on the height and interval of the LED bulbs; therefore, optimum arrangement for the crops interested should be determined through experiments.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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• pp.377-380
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• 1999

This paper dscribes an experimental investigation into the cause of flexural-shear failure in RC beams. The experimental variables are bottom flange width and tension bar location. Then these test results were compared and analyzed to deduce the major cause of critical-shear cracking. As a result, it was found that the propagation of the critical shear crack depended exclusively on the intensity of horizontal cracking.

• Journal of the Korean Wood Science and Technology
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• 제36권6호
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• pp.77-87
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• 2008

국내산 주요 침엽수 소경목의 활용 방안으로 리기다소나무를 이용한 목재 모형 사방댐을 제작하여 강도 성능을 평가하였다. 목재 모형 사방댐은 직경 90 mm의 CUAZ-2 (Copper Azole) 처리한 리기다소나무 방부 원주목을 사용하여 3 Type으로 접합부를 달리하여 제작하였다. 각 Type별 사방댐은 횡목 5층 종목 4층 총 9층의 높이 790 mm로 제작 하였으며 수평 재하 시험과 충격 시험을 통한 강도 성능 평가와 화상처리를 통한 구조물의 변형을 검토 하였다. 직경 90 mm의 원주목을 사용한 목재 모형 사방댐의 수평 재하 시험 결과 직결나사를 사용한 경우 쇄석의 유무는 강도에 큰 영향을 미치지 않았지만 변형은 23% 감소하였다. 전선볼트를 사용한 일체형 사방댐의 경우 쇄석을 채운 경우 1.5배 강도가 증가하고 변형은 감소하였다. 직결나사에 고리가 달린 전선볼트로 보강한 경우 4.8배 강도가 증가하였다. 직경 90 mm 목재 모형 사방댐의 충격 시험 결과 쇄석을 채우지 않은 직결나사 사방댐은 1회 충격에 구조물 전체가 파괴되었으며 전선볼트를 사용한 사방댐은 1회 충격시 779 kgf의 충격이 직접적으로 가해지는 횡목에서 파괴되었다. 2회 충격시 기초부가 파괴되며 545 kgf로 반력이 감소하였고 3회 충격시 기초부 전체가 파괴되며 263 kgf로 반력이 감소하였다.

• 지구물리와물리탐사
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• 제16권3호
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• pp.190-195
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• 2013

화천 지진관측소의 시추주상도와 56일간 기록한 상시미동자료 및 3개 원거리 지진이벤트($M_w{\geq}6.0$)를 이용하여 천부 횡파속도(${\nu}_s$)를 구하였다. 지표에서 기록한 상시미동자료의 수평성분/수직성분 스펙트럼비로부터 10 m 두께의 토양층의 ${\nu}_s$(${\nu}^s_s$= 296 m/s)를 결정하였다. 지표로부터 시추공 센서가 설치된 96 m 깊이까지의 평균 ${\nu}_s$($\bar{\nu}_s$= 1,309 m/s)는 3개의 원거리 지진이벤트를 지표 및 시추공 센서로 기록한 자료들의 스펙트럼 상관도로 계산하였다. 이렇게 계산한 ${\nu}^s_s$와 $\bar{\nu}_s$값을 이용하여 계산한 기반암의 ${\nu}_s$는 2,150 m/s이며, 30 m까지의 평균 ${\nu}_s$는 696 m/s이다. 화천 관측소 부지는 비교적 양호한 것으로 판단되며, 이 연구를 통해 구해진 천부 ${\nu}_s$는 향후 지반의 부지증폭효과 및 지진재해의 정량적 평가에 활용될 수 있다.

• The Journal of Korean Physical Therapy
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• 제14권3호
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• pp.355-372
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• 2002

The purpose of this study was to evaluate the effect of multiaxial lower extremity orthosis on correction of genu valgum. 20 volunteers among people visited department of Rehabilitation Medicine, chungnam national university hospital, who had been diagnosed as genu valgum without other musculoskeletal problems were included. 10 individuals(mean age: 9.gyrs) who had been taken multiaxial lower extremity orthosis at least 12month were included in experimental group and the other 10 individuals(mean age: 11.7yrs) refused taking this orthosis in the control group. We measured the Q-angle & femorotibial angle using plain roentgenogram images at visiting day and repeat same test after 1year follow up. Multiaxial lower extremity orthosis consist of proximal horizontal bar with both thigh cuff, central vertical bar and distal horizontal bar with both shoes. we narrowed inter-shoes distance from start to 6th month and inter-thigh cuff distance together with above correction for next 6month in the frontal plane and from 10th month, dorsiflexed both shoes in sagittal plane. Also, we rotate the both shoes externally and retract the proximal vertical bar every month. This orthosis have to be taken at least 4 hours during sleep. The result were as follows 1. There were no statistical significant difference in each parameter between the right and left Q-angle before multiaxial lower extremity orthosis. 2. The left Q angle reduced $-11^{\circ}$ between 1st day and after 1year follow up showed statistical significant difference between multiaxial lower extremity orthosis taking group and non-taking(p<0.001). 3. The right Q angle reduced $-13^{\circ}$ between 1st day and after 1year follow up showed statistical significant difference between multiaxial lower extremity orthosis taking group and non-taking(p<0.001). 4. There were no statistical significant difference in each parameter between the right and left femorotibial angle before multiaxial lower extremity orthosis. 5. The left femorotibial angle reduced $-10.1^{\circ}$ between 1st day and after lyear follow up showed statistical significant difference between multiaxial lower extremity orthosis taking group and non-taking(p<0.001). 6. The right femorotibial angle reduced $-11.2^{\circ}$ between 1st day and after 1year follow up showed statistical significant difference between multiaxial lower extremity orthosis taking group and non-taking(p<0.001).