• 콘크리트학회논문집
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• 제15권5호
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• pp.705-714
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• 2003

우리나라는 선진 외국에 비하여 늦은 1992년에 도로교 표준시방에 내진설계편이 도입되었다. 따라서, 1992년 이전에 설계된 교각들은 내진 설계가 되어있지 않음은 물론 시공편의상 소성힌지 구간에 주철근이 겹침이음 시공되어 현재에도 사용되고 있다. 또한, 현행 내진규정도 강진지역의 설계규정을 도입함으로써 중 약진 지역에 속하는 우리의 현실에 맞지 않아 현장에서 복잡한 철근배근을 요구함으로 시공성 및 경제성이 많이 떨어지고 있는 실정이다. 본 연구에서는 1992년 이전에 비내진 설계/시공되어 공용중인 원형 교각을 조사하여, 주철근이 겹침이음된 기준실험체(주철근비 1.01%, 심부구속철근비 0.13%) 1개를 실물크기와 유사하도록 직경 1.2m, 높이 4.8m로 제작하였으며, 또한 중 약진 지역에 속하는 우리나라의 실정을 감안하여 심부구속철근비를 비내진 규정의의 2.3배 현행 내진 설계규정의 0.32배에 해당하는 0.30%의 한정연성실험체 3개를 제작하여 유사동적 실험을 통하여 내진 연성도 평가를 하였다. 실험결과 비내진 실험체는 요구변위연성도 5를 만족시키지 못하였고, 한정연성 실험체의 경우는 현행 내진규정의 요구 변위연성도 5를 만족하는 것으로 나타났다.

• 한국농공학회지
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• 제42권1호
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• pp.66-72
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• 2000

A study was conducted to find distribution patterns of minisprinkler without a bridge for the desing of microirrigation systems. The experiments were executed in a plastic house to minimize the effect of the wind. Data were collected at four different operation pressures and at 3 different riser heights. Sprayed water were collected by aluminium cans with 65mm diameter and 100mm height placed at 0.3m grid spacing . A schematic distribution pattern with distance from a minisprinkler was suggested for the layout design of the minisprinkler. Distribution pattern of the minisprinkler was found irregular in space. Distributin performance characteristics of the minisprinkler such as effective radius. , effective area, mean application depth, absolute maximum application depth, effective maximum application depth and coefficient of variation were determined. It was indicated that there is a trend of decrease in variation coefficient adn better water distribution by the increase in operation pressures and riser heights.

• 한국측량학회지
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• 제19권1호
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• pp.47-53
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• 2001

본 연구에서는 수치근접사진측량기법을 이용, 교량의 안전진단을 위한 변위를 측정하고자 하였다. 이에 재하 경우별로 디지털 카메라와 CCD카메라에 의한 동기영상을 획득, 분석하고 이를 동일조건에서 계측센서 및 정밀레벨에 의한 수직변위와 필름기반 영상해석 결과값과도 비교.분석을 수행하였다. 그 결과, 최대 0.83mm 편차내의 근접한 변위성과를 도출하므로써 교량의 거동측정 및 안전진단에 그 적용 가능성을 확인 할 수 있었다.

• 대한족부족관절학회지
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• 제18권3호
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• pp.108-114
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• 2014

Purpose: Ligament reattachment technique using a suture anchor appears to show satisfactory functional outcomes and mechanical stability compared with conventional bone tunnel technique. This study was prospectively conducted in order to evaluate functional outcomes of modified Brostrom procedures using the suture bridge technique for chronic ankle instability in athletes. Materials and Methods: Twenty eight athletes under 30 years of age were followed for more than two years after undergoing the modified Brostrom procedure using the suture bridge technique. Functional evaluation consisted of the foot and ankle outcome score (FAOS), foot and ankle ability measure (FAAM) score. Range of motion and time to return to exercise were evaluated using a periodic questionnaire. Talar tilt angle and anterior talar translation were measured through stress radiographs for evaluation of mechanical stability. Results: FAOS improved significantly from preoperative mean 59.4 points to 91.4 points (p<0.001). Daily living and sport activity scores of FAAM improved significantly from preoperative mean 50.5, 32.5 points to 94.8, 87.3 points, respectively (p<0.001). Talar tilt angle and anterior talar translation improved significantly from preoperative mean $16.8^{\circ}$, 13.5 mm to $4.2^{\circ}$, 4.1 mm at final follow-up (p<0.001). Times to return to exercise were as follows: mean 10.2 weeks in jogging, 15.4 weeks in spurt running, 13.1 weeks in jumping, 11.5 weeks in walking on uneven ground, 9.1 weeks in standing on one leg, 7.2 weeks in tip-toeing gait, 8.4 weeks in squatting, and 10.6 weeks in descending stairs. Conclusion: Modified Brostrom procedure using the suture bridge technique showed satisfactory functional outcomes for chronic ankle instability in athletes. Optimal indication and cost-effectiveness of the suture bridge technique will be studied in the future.

• 마이크로전자및패키징학회지
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• 제7권4호
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• pp.7-15
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• 2000

질소분위기 중에서 솔더 접합부의 특성 및 solderability을 검토하기 위하여 대기분위기와 질소분위기에서의 젖음성을 평가하였다. 또한 솔더접합부의 브리지결함(bridge defect)을 대기와 질소분위기 중에서 비교 검토하였다. 이 결과, 질소분위기 중에서 Cu표면을 사포로 연마한 시편, Cu표면에 Sn-Pb 및 Sn으로 도금한 시편에서 젖음성이 향상되었다. 대기분위기에 비해 젖음시간은 약 0.2~0.45초 정도 시간이 감소하였고, 최대젖음력 ($F_{max}$)도 대기중에 비해 약 1.8~2.8 N 정도가 커졌다. 질소유량에 따른 젖음시간($t_2$)과 젖음력을 측정한 견과 질소유량이 10 1/min에서 30 1/min으로 증가함에 따라 대기중 분위기에 비해 젖음시간($t_2$)는 약 0.25초 정토 감소하였고, 젖음력은 2.3 N 정도 상승하였다. 따라서, 질소분위 기에서 무세정용 플럭스를 사용해도 젖음성이 떨어지는 것을 보완 할 수 있다. 질소분위기에서는 젖음성을 향상시키고 산화물(dross)를 억제시켜주어 대기 중 보다 브리지 (Bridge)발생률이 25~76%정도 떨어졌다. 브리지 발생률은 피치간격이 미세할수록 질소분위기가 대기 중 보다 감소하였다.

• 대한수학회보
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• 제33권4호
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• pp.503-512
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• 1996

In this paper we investigate a relation between the multiplicity of solutions and source terms in a nonlinear suspension bridge equation in the interval $(-\frac{2}{\pi}, \frac{2}{\pi})$, under Dirichlet boundary condition $$ (0.1) u_{tt} + u_{xxxx} + bu^+ = f(x) in (-\frac{2}{\pi}, \frac{2}{\pi}) \times R, $$ $$ (0.2) u(\pm\frac{2}{\pi}, t) = u_{xx}(\pm\frac{2}{\pi}, t) = 0, $$ $$ (0.3) u is \pi - periodic in t and even in x and t, $$ where the nonlinearity - $(bu^+)$ crosses an eigenvalue $\lambda_{10}$. This equation represents a bending beam supported by cables under a load f. The constant b represents the restoring force if the cables stretch. The nonlinearity $u^+$ models the fact that cables expansion but do not resist compression.

• 한국농공학회논문집
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• 제54권4호
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• pp.55-63
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• 2012

This study was performed to investigate the stream water quality characteristics in Hengjeong Bridge Basin of Dongjin River during twelve months from October, 2010 to September, 2011. Also, pollutant loads were calculated on the basis of the water quality and runoff results. The results showed that ranges of water temperature, pH and EC were $6.2{\sim}23.90^{\circ}C$, 6.32~7.78, $84.4{\sim}126.5{\mu}S/cm$ respectively. The Concentration of DO, BOD, COD, SS, Tot-N and Tot-P were observed as 6.80~9.20 mg/L, 0.40~1.60 mg/L, 1.96~4.41 mg/L, 59.60~142.20 mg/L, 1.28~3.52 mg/L, 0.001~0.07 mg/L respectively. Tot-N showed correlativity with BOD, and Tot-P showed correlativity with SS. The runoff pollutant loading of Tot-N and Tot-P were 117.94 kg/ha and 2.06 kg/ha respectively, in Hengjeong bridge of Dongjin river watershed. In the case of the correlativity between runoff pollutant loads and concentrations, Tot-N and Tot-P show low significant relationships.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 추계 학술발표회논문집
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• pp.263-270
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• 2003

Before the implementation of the 1992 seismic design provisions in Korea, longitudinal steels of RC bridge piers were practically lap-spliced in the plastic hinge region. Experimental investigation was made to evaluate the seismic performance of RC bridge pier specimens in a flexure/shear mode. Six circular test specimens in an aspect ratio of 2.5 (600mm in diameter) were made with test parameters confinement ratio, lap splices, and retrofit FRP materials. They were damaged under a series of artificial earthquakes with 0.22g PGA, being compatible in Korean peninsula, through the pseudo-dynamic test. Probable damages were assessed by the Park and Ang damage index. Approximate 0.1 and 0.3 damage indices were obtained for RC specimens without lap splice and with lap splice, respectively. Directly after the pseudo-dynamic test, damaged test columns were laterally actuated under inelastic reversal cyclic loadings simultaneously under a constant axial load. Through curvature measurements, residual seismic performance was evaluated for test specimens. Test results show that RC pier specimens with lap-spliced appeared to fail at low ductility, but significant improvement was obtained for the ductility of these specimens if externally wrapped with FRP.

• PNF and Movement
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• 제20권1호
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• pp.1-8
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• 2022

Purpose: The purpose of this study was to investigate the effect of blood flow restriction bridge exercise on leg muscle thickness and balance. In addition, it is to promote blood flow restriction exercise as the basis for early prevention, diagnosis, and treatment of sarcopenia in clinical practice. Methods: Twenty elderly women aged 65 years or older were selected to participate in this study. The subjects were divided into two groups of 10: one with blood flow restriction with bridge exercise (BFRG) and the other with bridge exercise alone (BG). As for the exercise method, the thickness of rectus femoris and vastus medialis and Berg balance scale were investigated by intervention for 30 minutes a day, 3 times a week, for a total of 6 weeks. Results: There was significant difference in the thickness of the rectus femoris and vastus medial and within-group changes in the Berg balance scale (p <0.05) before and after the experiment in the BFRG and BG groups (p<0.05). There was a significant difference in change between the two groups (p <0.05). Conclusion: There was a significant difference in the intragroup change of the Berg balance scale in the BFRG before and after the experiment, but there was no significant difference in the BG, and there was no significant difference in the change between the two groups.

• International Journal of Automotive Technology
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• 제8권6호
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• pp.799-806
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• 2007

One method for improving the torque capacity of the CVT is to use a split-powered CVT(SPCVT) to reduce the power transmitted into a continuously variable unit(CVU). A variable bridge SPCVT with two planetary gear units(PGUs), which are composed of a sun gear, a ring gear, and carrier and planetary gears, can minimize the power to the CVU. However, a SPCVT with a conventional CVT should possess a dual mode, which would allow the conventional CVT to be used at high speeds and an additional gear train to be used at low speeds. The inner-spherical CVU(ISCVU) with an inner and outer spherical contact mechanism developed in this study can cover the range from low to high speeds. The rated power and the overall speed ratios were 100 kW and $0.09{\sim}0.36$, respectively. Power efficiency was numerically calculated to be over 90% over the speed ratio range of $0.1{\sim}0.29$. The maximum shear stress at the two contact areas of the rotor pairs, the minimum life and the overall size were estimated to be 700 MPa, 276 kh and $350{\times}350{\times}400mm^3$, respectively. This study shows that an ISCVU and a variable bridge type PGU can realize the SPCVT with a single mode for a vehicle.