• 유체기계공업학회:학술대회논문집
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• 유체기계공업학회 2001년도 유체기계 연구개발 발표회 논문집
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• pp.209-215
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• 2001

The head-capacity curves for pumps developed by the pump manufacturer are based on tests of a single pump operating in a semi-infinite pool with no nearby walls or floors and no stray currents, Hence, flow into the Pump suction is symmetrical with no vortices or swirling. Pump station designers rely on these curves to define the operating conditions for the pump selected. But various constraints such as size, cost, and limitations on storage time require walls, floors, and pump intakes to be close proximity to each other. From this background, the authors are carrying out a systematic study on the flow characteristics of intakes within a sump found in pump stations. Model pump intake basin is designed and PIV is adopted as a measuring tool to capture the instantaneous flow patterns. Special attention is paid to investigate the flow patterns near the free surface, side-wall and back-wall due to different clearances from back-wall to vertical in take pipe. Moreover, the locations and vorticities of the various types of vortices that were found in the examinations are discussed.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 추계학술대회논문집B
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• pp.563-569
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• 2001

The head-capacity curves for pumps developed by the pump manufacturer are based on tests of a single pump operating in a semi-infinite pool with no nearby walls or floors and no stray currents, Hence, flow into the pump suction is symmetrical with no vortices or swirling. Pump station designers rely on these curves to define the operating conditions for the pump selected. But various constraints such as size, cost, and limitations on storage time require walls, floors, and pump intakes to be close proximity to each other. From this background, the authors are carrying out a systematic study on the flow characteristics of intakes within a sump found in pump stations. Model pump intake basin is designed and PIV is adopted as a measuring tool to capture the instantaneous flow patterns. Special attention is paid to investigate the flow patterns near the free surface, side-wall and back-wall due to different clearances from back-wall to vertical in take pipe. Moreover, the locations and vorticities of the various types of vortices that were found in the examinations are discussed.

• 대한물리의학회지
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• 제7권4호
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• pp.541-550
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• 2012

PURPOSE: The purpose of this study was compare quadriceps femoris muscle activity while performing wall slide squats of four methods. METHODS: Forty subjects, with no history of patellofemoral pain, quadriceps injury, or other knee injury volunteered for this study. Muscle activation of the vastus medialis obliquus, rectus femoris, vastus lateralis muscles were recorded while subjects performed 10 consecutive wall slide squats. Subjects performed the wall slide squats during four different methods: (1) basic wall slide squat, (2) keep back upright against fitness ball, (3) standing of unstable surface, (4) squeezing ball between both knees. Statistical analysis were accomplished by utilizing the one-way ANOVA(Bonferroni's post-hoc test) by SPSS 20.0 program. Significance level was set at p<.05. RESULTS: Muscle activations induced wall slide squats of four methods compared and results showed that there was significant difference only in vastus medialis obliquus and rectus femoris but there was no significant difference in vastus lateralis. The vastus medialis obliquus was significantly different only keep back upright against fitness ball at post-hoc test. The rectus femoris was significantly different keep back upright against fitness ball and standing of unstable surface at post-hoc test. CONCLUSION: Based on these results, we conclude that quadriceps femoris muscle activations are differenced by performing wall slide squats of four different methods in healthy subjects. These data suggest that for quadriceps muscle strengthening, exercise professionals can perform the wall slide squats by altering several task variables. Further research is needed to determine the exact mechanism by which quadriceps function is altered.

• Journal of Information Processing Systems
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• 제13권4호
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• pp.677-688
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• 2017

In order to solve the undetected probability of multiple targets in ultra-wideband (UWB) through-the-wall radar imaging (TWRI), a time-delay and amplitude modified back projection (BP) algorithm is proposed. The refraction point is found by Fermat's principle in the presence of a wall, and the time-delay is correctly compensated. On this basis, transmission loss of the electromagnetic wave, the absorption loss of the refraction wave, and the diffusion loss of the spherical wave are analyzed in detail. Amplitude compensation is deduced and tested on a model with a single-layer wall. The simulating results by finite difference time domain (FDTD) show that it is effective in increasing the scattering intensity of the targets behind the wall. Compensation for the diffusion loss in the spherical wave also plays a main role. Additionally, the two-layer wall model is simulated. Then, the calculating time and the imaging quality are compared between a single-layer wall model and a two-layer wall model. The results illustrate the performance of the time-delay and amplitude-modified BP algorithm with multiple targets and multiple-layer walls of UWB TWRI.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.169-172
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• 2006

Wall construction apartment built before 1988 years need internal examination reinforcement according to existing laws ans regulations at remodeling because do not earthquake resistant design. Established newly wall to interest paid back at the same time a the principal direction for wall construction apartment internal examination reinforcement, and satisfied internal examination standard because uses width displacement between floor. This study analyzes displacement value such as latitude and presented position of efficient reinforcement wall and wall quantity at earthquake resistant design of wall construction apartment.

• Journal of Yeungnam Medical Science
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• 제3권1호
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• pp.237-241
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• 1986

본 교실에서 백서의 대퇴동맥을 이용하여 혈관감자의 회전없이 continuous suture로 미세혈관 문합을 시행해본 결과 다음과 같은 결론을 얻었다. end-to-end anastomosis시 double c1app의 회전이 어려울 정도로 작업공간이 제한된 경우나 end-to-side anastomosis시 secondary Vessel의 길이가 짧아서 후벽을 잘 볼 수 없는 경우에 continuous suture을 이용하면 Back wall을 완전히 노출시킨 상태에서 쉽게 혈관 문합을 시행할 수 있으며 문합시간도 단축시킬 수 있을 것으로 사료된다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2013년도 추계 학술논문 발표대회
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• pp.192-193
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• 2013

The purpose of this research is to comprehend experimentally the nature of human static load to wall for making use of the result as basic data to evaluate resisting force of lightweight wall. Human motions exerting static load are classified to 4 types, and two-hands pushing and shoulder pushing are defined as the instantaneously forcing motions with hands or shoulder put on the load plate, respectively. Back leaning and one-hand leaning are defined as motions of taking a rest in their respective comfortable posture. Measurement of static horizontal load caused by each motion showed that the highest load ratio depends on hardness of load plane and was 1.17~1.25 times of weight in two-hands pushing, 0.95~0.99 times in shoulder pushing, 0.16~0.18 times in back leaning, and 0.12~0.15 times in one-hand leaning.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1997년도 가을 학술발표회 논문집
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• pp.237-244
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• 1997

• 한국지반공학회논문집
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• 제30권4호
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• pp.47-63
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• 2014

육상 및 항만 구조물 설계시 적용되고 있는 토압 이론(Rankine, Coulomb, 시행쐐기법, 개량시행쐐기법)을 정리하였고, 구조물 형태에 따라 가상배면(Vitural back, wall, plane)과 구조물 벽면에 작용하는 토압 특성 등을 제시하였다. 토압 특성을 검토하기 위해 육상구조물의 경우 배면토 경사에 따른 캔틸레버식 옹벽과 벽경사에 따른 중력식 옹벽, 해상구조물은 케이슨식 안벽과 블록식 안벽을 적용하였다. 여러 가지 토압이론을 적용하여 뒷굽 길이에 따른 토압, 작용각(벽면마찰각), 벽면측으로의 활동각 등을 분석한 결과 뒷굽이 긴 경우 가상배면에서의 작용토압은 Rankine 토압과 작용각은 지표경사각, 뒷굽이 짧은 경우 Coulomb 방법과 작용각은 벽마찰각으로 산정하는 것이 가장 합리적임을 알 수 있었다. 벽면측으로의 활동각은 Rankine 이론에 의한 활동각보다 큰 것으로 나타났다. 또한, 본 논문에서는 현재 적용되고 있는 여러 가지 토압 산정법 및 작용각 중에서 항만 구조물 설계시 적용할 수 있는 적정 토압 산정방법을 제안하였다. 제안방법은 뒷굽장단 결정과 이에 따른 적정 토압산정법을 결정하고 벽면 측으로의 활동각에 따른 옹벽자중 고려 방법을 설정하도록 하였다.

• 한국지반공학회논문집
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• 제19권3호
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• pp.5-13
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• 2003

쏘일네일링 공법은 작업공간의 확보가 용이하고 네일길이가 어스앵커보다 비교적 짧아 도심지 지하굴착에 매우 이로운 장점이 있다. 이 공법이 도입된 이후 쏘일네일링 벽체의 거동에 관한 연구는 토조에 의한 모형실험과 이론적 연구가 진행되고 있지만 지반조건이 다층토로 구성된 현장에 대한 연구는 미흡한 실정이다. 본 연구는 국내 다층토 지반에 시공된 쏘일네일링 현장에서 시공중 측정된 수평변위를 토대로 한 역해석적 방법에 의해 배면지반의 이완영역거리와 이완영역계수를 고찰하였다. 연구결과에 의하면 쏘일네일링 벽체 배면지반의 이완 영역거리는 최종굴착깊이의 증가에 따라 증가함을 보였으며, 그 비율은 최종굴착깊이의 94% 정도로 나타났다. 토사층과 암층이 혼합되어 있는 다층토 지반에서 토사층의 비율이 클수록 이완영역계수도 증가하였으나, 약 1.05값에서 수렴하는 경향을 나타냈다. 벽체 최대수평변위에 대한 지표면 최대수직변위와의 관계는 역해석결과에서 지표면 최대수직변위가 최대수평변위의 80%이하로 나타났으며, Caspe방법에 의한 지표면 최대수직변위는 최대수평변위의 150~280%의 범위로 나타나 역해석결과보다는 매우 큰 값을 나타내 Caspe방법이 매우 보수적임을 확인하였다.